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HomeMy WebLinkAbout2014 06-09 PCP X ty oI OKLYN TER PLANNING COMMISSION AGENDA CITY OF BROOKLYN CENTER June 12, 2014 1. CALL TO ORDER: 7:00 PM 2. ROLL CALL 3. APPROVAL OF MINUTES—May 29, 2014 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 a) Gatlin Development Company Planning App. No. 2014-010 Property Addresses: 1480 Shingle Creek Crossing Consideration of Site and Building Plan Amendment for Building B in the Shingle Creek Crossing Planned Unit Development. - Motion to Adopt Planning Commission Resolution No. 2014-11 6. OTHER BUSINESS 7. 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 MAY 29, 2014 CALL TO ORDER The Planning Commission meeting was called to order by Chair Pro Tern Christensen at 7:10 p.m. Commissioner Ben Freedman arrived at 7:10 p.m. ADMINISTER OATH OF OFFICE Mr. Benetti administered Oath of Office to Katy Harstad. APPROVE AGENDA AS AMENDED There was a motion by Commissioner Schonning, seconded by Commissioner Freedman, to accept the agenda as amended. Voting in favor: Chair Pro Tern Christensen, Commissioners Freedman, Harstad, and Schonning And the following voted against the same: None The motion passed unanimously. ROLL CALL Chair Pro Tern Randall Christensen, Commissioners Benjamin Freedman, Katy Harstad, and Stephen Schonning were present. Also present were Councilmember Dan Ryan, Secretary to the Planning Commission Tim Benetti, Director of Business & Development Gary Eitel, and Planning Commission Recording Secretary Rebecca Crass. Scott Burfeind was absent and excused. Carlos Morgan was absent and unexcused. APPROVAL OF MINUTES—MAY 15, 2014 There was a motion by Commissioner Schonning, seconded by Commissioner Freedman, to approve the minutes of the May 15, 2014 meeting as submitted. The motion passed unanimously. CHAIR'S EXPLANATION Chair Pro Tern Christensen 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. APPLICATION NO. 2014-005 ROBBINSDALE AREA SCHOOL DISTRICT NO. 281 Chair Pro Tern Christensen introduced Application No. 2014-005, consideration of site plan approval for new parking and bus turn-around areas for Northport Elementary School, located at 5421 Brooklyn Boulevard (See Planning Report dated 5-29-14 for Application No. 2014-005.) Page 1 5-29-14 Mr. Benetti provided background information on the property and stated the Robbinsdale School District is wrapping up an $18 million, five-year phased redevelopment and improvement plan to the school. He added the remaining phase is for parking area and playground improvements that will improve overall safety and convenience by separating the bus traffic from personal vehicle traffic. Mr. Benetti stated the front parking area and entrance drive will be removed and replaced with a slightly wider parking area to the east. He added the new parking will provide a new concrete walkway. He pointed out preliminary plans indicated relocation of the trash dumpsters to the front parking area; however, staff was not supportive of the idea and the current plans under review do not show the relocation of the dumpsters. Mr. Benetti described the proposed layout of the parking area, playground space, access points and open space. He added the open-space area between the school and the Northport Drive right-of-way is city owned land/park property and the City Engineer may require Robbinsdale Schools enter into an access easement agreement between the City and ISD 281 to facilitate access across city land. Mr. Benetti provided information regarding a parking/bus travel study and explained how traffic will flow on and off the site, specifically the buses. He also reviewed after school hour's use of the proposed parking lot and said they do not expect an increased use of the parking lot nor any significant impact to traffic. He added the City Engineer was comfortable with the findings of the study. Mr. Benetti provided an overview of drainage, utilities, landscaping and lighting proposed on the site. Commissioner Schonning asked if there is a gate on the north end of the site. Brent Belter with Inspec, Inc. responded it is a barricade gate and the plan is to have it in the closed position during the school day. Commissioner Freedman asked if there were any concerns by the residents. Mr. Benetti replied there was a written concern by David Johnson who resides at Northport Drive and Admiral Lane, his concern specifically is with cars cutting through on Northport Drive to avoid lights on Brooklyn Boulevard and he feels the traffic will increase with this new access point. Commissioner Freedman stated he feels there doesn't appear to be any additional impact on the neighborhood street. Commissioner Christensen stated it looks like Mr. Johnson also is concerned with off-site parking on the street. Page 2 5-29-14 Mr. Eitel stated the city has been working in a cooperative effort with Northport Elementary to improve the school/park playfield area and it is anticipated the parking area would be used by the school in the morning and afternoon and available to the public for the Northport park usage. Commissioner Schonning stated it looks like the off-street parking issue is being resolved by creating the new parking area for the park and school. There was a motion by Commissioner Schonning, seconded by Commissioner Freedman, to open the meeting for comments from the public. Voting in favor: Chair Pro Tern Christensen, Commissioners Freedman, Harstad, and Schonning And the following voted against the same: None The motion passed unanimously. Ms. Shawn Rockwell, 5355 Northport Drive, stated when there are a lot of activities at school, people do park on the street and cut through the yards and she feels adding parking on the school site would be a good idea. She also asked for a time line for construction. Mr. Benetti responded the school district plans to start work as soon as school is out, after receiving City Council approval. Ms. Rockwell asked if the other three remaining houses on the frontage road will be acquired by the City. Mr. Eitel replied if the owners wish to willingly sell their properties, the city would be interested in purchasing them. Ms. Rockwell stated there is little activity now at the ice rink that the warming house has been removed. Councilmember Dan Ryan, 6442 Indiana Ave, stated he is not here to represent any position he was just asked to make sure Mr. David Johnson's comments were entered into the record. He added the Council appreciates the efforts of the Planning Commission. There was a motion by Commissioner Freedman, seconded by Commissioner Schonning, to accept and make part of the official record the written comments by Mr. David Johnson. Voting in favor: Chair Pro Tern Christensen, Commissioners Freedman, Harstad, and Schonning And the following voted against the same: None The motion passed unanimously. ACTION TO RECOMMEND APPROVAL OF PLANNING COMMISSION RESOLUTION NO. 2014-05 REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2014-005 SUBMITTED BY ROBBINSDALE AREA SCHOOLS — ISD NO 281 REQUESTING SITE PLAN APPROVAL FOR CERTAIN PARKING LOT IMPROVEMENTS FOR NORTHPORT ELEMENTARY SCHOOL (5421 BROOKLYN BOULEVARD). Page 3 5-29-14 There was a motion by Commissioner Schonning, seconded by Commissioner Freedman , to approve Planning Commission Resolution No. 2014-05. Voting in favor: Chair Pro Tem Christensen, Commissioners Freedman, Harstad, and Schonning And the following voted against the same: None The motion passed unanimously. The Council will consider the application at its June 9, 2014 meeting. The applicant must be present. Major changes to the application as reviewed by the Planning Commission will require that the application be returned to the Commission for reconsideration. APPLICATION NO. 2014-006 GATLIN DEVELOPMENT COMPANY Chair Pro Tem Christensen introduced Application No. 2014-006, consideration of Amendment No. 6 to the Shingle Creek Crossing Planned Unit Development, to allow the reconfiguration of certain buildings and lot lines, and allow future drive-thru lane for new building, for the property located at 1300 Shingle Creek Crossing. (See Planning Report dated 5-29-14 for Application No. 2014-006.) Mr. Benetti provided a background to the Commission regarding the history of previous amendments to the originally approved Planned Unit Development (PUD) for Shingle Creek Crossing. He stated Amendment No. 6 involves the following components: • The revised layout of Bldgs. 9 and 10 within the former Brookdale Mall Food Court replacement plans. • The revised layout of Buildings R and T, which are proposed as two new restaurant pad sites. These two buildings were originally shown on PUD No. 4 as 5,400 sq. ft. and 2,800 sq. ft., respectively. Building T also included a new wrap-around drive-thru service lane for its own use. The new layout shows the buildings located closer to the Xerxes Avenue right-of-way, with Bldg. R remaining at 5,400 sq. ft. and T increased to 5,500 sq. ft. • The revised size and layout of Bldg. B from 8,500 sq. ft. to 6,673 sq. ft.; and the new tear-drop shaped drive-thru service lane for a proposed end-cap user (identified previously as Jimmy-John's Restaurant). • This part includes the replatting of the land surrounding the Food Court area. Although the preliminary plat of Shingle Creek Crossing 5th Addition has already been considered, Staff indicated in the related Planning Report that all new lot layouts had to be acknowledged or confirmed under the future PUD Amendment No. 6 plans. Mr. Benetti stated Staff is concerned with the somewhat unusual, non-symmetrical and confusing lot layouts or lot boundary patterns proposed under this Shingle Creek 5th Addition and previously approved plats within this PUD. He added some of these lot lines and patterns take on a "gerrymandered" appearance, which is due to the PUD requirement that each building pad site meet the minimum required parking standards of the PUD: • 4.5 stalls for each 1,000 sq. ft. of retail/service space Page 4 5-29-14 • 10 stalls for each 1,000 sq. ft. of restaurant space • 20% of a multi-tenant retail building could be used as a restaurant using the retail/service parking ratio. Mr. Benetti further stated Staff prefers a more typical plat map layout without the need to encumber the required number of parking spaces on each lot and suggests the Developer work to revise the Shingle Creek Crossing PUD agreement and/or Easements, Covenants and Restrictions Agreement approved under the Shingle Creek Crossing Agreement and the 1999 Brookdale Mall PUD. Mr. Benetti explained staff's recommendations to approve the Amendment which would allow certain revisions to the original 2011 Shingle Creek Crossing Planned Unit Development and to the 2013 Shingle Creek Crossing Master Plan and Planned Unit Development Plans, dated September 2013, subject to the following conditions and allowances: 1. Staff requests the Developer work with the City and stakeholders in this Shingle Creek Crossing PUD (including Sears) in revising the SCC-PUD Agreement or ECR Agreement to avoid future"gerrymandering" or unique and unusual lot configurations. 2. Unless amended otherwise or under separate agreement, all existing provisions, standards and variations provided under the 2011 Shingle Creek Crossing PUD and its subsequent amendments, shall remain in effect for the entire Shingle Creek Crossing PUD. 3. Any future PUD amendment or application requests will require the submittal and adoption (acceptance) of an updated master plan, which plan shall govern the planned and future redevelopment areas of this site. Commissioner Freedman stated he appreciates all the hard work by staff on this development. He asked for clarification regarding approval of a drive thru. Mr. Benetti explained the process for a special use permit which is required for a drive thru. He added a future plan will require approval of the drive thru. He added this application simply approves the building footprint. Commissioner Freedman stated he agrees with making the lines straighter but he understands the needs to meet parking requirements. Commissioner Christensen stated the location of the drive thru looks like it changes traffic patterns. Mr. Benetti replied engineering staff has reviewed the plan and they are discussing if there is enough room for stacking and movement on the site. He added the revised plan for the drive thru service,provides better pedestrian access/safety. Commissioner Christensen stated the back side of a building along a main thoroughfare doesn't show the building is occupied and open and he has concerns with that. He suggested having a false window on the back side would make the building look more inviting from both sides. Mr. Eitel responded he has worked with the architect to create attractive four sided buildings with pedestrian friendly routes around the site and as they go forward they will continue to work with them regarding the design of the buildings. Page 5 5-29-14 Commissioner Freedman asked if the properties will be leased or sold? Mr. Benetti replied the sites are being platted separately by the developer so he can secure proper financing as the buildings are constructed. This also allows him to maintain ownership of the entire site and lease or sell any parcels to interested parties. PUBLIC HEARING—APPLICATION NO. 2014-006 There was a motion by Commissioner Schonning, seconded by Commissioner Harstad, to open the public hearing on Application No. 2014-006, at 8:27 p.m. The motion passed unanimously. Chair Pro Tern Christensen called for comments from the public. Luke Payne, Kimley Horn, Civil Engineer, stated he is open and willing to answer questions. Mr. Payne addressed Condition No. 1, which states the Developer work with staff and other stake holders to amend the PUD and ECR agreement. He stated he spoke to Gatlin and staff regarding parking and he provided a history of the research done regarding parking needs on the site. He added through the process it was determined that each individual would have to contribute towards the maintenance of the shared parking and at this point it creates a challenge to eliminate the criteria. He continued in order to obtain approvals for development, they had very stout rejections from Sears, and the Developer was forced to enter in certain agreements with Sears whereby they invoked ECR's on the entire site. He added amending the ECR with Sears would be nearly impossible since they have not been a very willing partner in this development. He continued by stating it creates significant problems for the overall development since the developer is not interested in amending the ECR at this point. Mr. Payne explained the reason for the unusual layouts of the lot lines in the plat. He added there are a lot of forces that come into play when laying out lot lines and he provided other examples of odd shaped parcels in Hennepin County which are usually drive by parking and is not unusual or atypical. Mr. Payne continued by stating it is in the best interest of everyone to be somewhat flexible to get desired tenants included in the development. He added that this was originally planned to be one lot and it was impossible to get financing without separating the lots this way. Mr. Benetti stated it is not out of the ordinary to lay out unusual lot configurations and staff is simply encouraging a nice pattern to a lot layout and the continued changes has caused angst among certain staff. Commissioner Christensen responded that he understands how this works and appreciates the efforts by the Developer to achieve completion of the site and would encourage staff to work with others to understand. Mr. Payne stated by objecting to the condition in no way means he is not willing to work with staff to see what makes the most sense and creates the cleanest subdivisions. Page 6 5-29-14 Commissioner Freedman stated he feels the city staff does a great job working with developers and he doesn't have a problem leaving the ECR agreement in place. Mr. Benetti suggested a change to Condition No. 1 to remove the requirement to revise the ECR agreement. Mr. Payne stated they will continue to work with staff and would like to remove the portion of the condition that requires revisions to the ECR. He also addressed the Commission's concerns with the look and layout of the future buildings and assured the Commission they will take their comments into consideration. He added the drive thru is the most important thing to secure the tenant on the site and he understands staff has some concerns but the proposed layout should not cause issues with access. No one else appeared at the public hearing. CLOSE PUBLIC HEARING There was a motion by Commissioner Schonning, seconded by Commissioner Harstad, to close the public hearing on Application No. 2014-006 . The motion passed unanimously. The Chair called for further discussion or questions from the Commissioners. The Commissioners interposed no objections to approval of the Application. ACTION TO RECOMMEND APPROVAL OF PLANNING COMMISSION RESOLUTION NO. 2014-06 REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2014-006 SUBMITTED BY GATLIN DEVELOPMENT COMPANY FOR A PLANNED UNIT DEVELOPMENT AMENDMENTE (NO. 6) TO THE 2011 SHINGLE CREEK CROSSING PLANNED UNIT DEVELOPMENT There was a motion by Commissioner Freedman, seconded by Commissioner Schonning, to approve Planning Commission Resolution No. 2014-06. Voting in favor: Chair Pro Tern Christensen, Commissioners, Freedman, Harstad, and Schonning And the following voted against the same: None The motion passed unanimously. The Council will consider the application at its June 9, 2014 meeting. The applicant must be present. Major changes to the application as reviewed by the Planning Commission will require that the application be returned to the Commission for reconsideration. APPLICATION NO. 2014-007 GATLIN DEVELOPMENT COMPANY Chair Pro Tern Christensen introduced Application No. 2014-007, consideration of Site and Building Plan Amendment for Buildings No. 9 and 10, originally approved under Planning Application No. 2013-020, in the Shingle Creek Crossing Planned Unit Development, for the property located at 1300 Shingle Creek Crossing. (See Planning Report dated 5-29-14 for Application No. 2014-007.) Page 7 5-29-14 III Mr. Benetti stated this amendment is to allow the reconfiguration of both building pad sites, with smaller or larger buildings than what was approved under the previous PUD Amendment No. 4, (Planning Application Nos. 2013-018 and 2013-020). He also provided a history of previous approvals and amendments to the site and explained due to the changes and reconfiguration of building layouts proposed under Planning Application No. 2014-006,the Shingle Creek Crossing PUD Amendment No. 6, and specifically the changes submitted for Buildings 9, 10, R and T (dated 05-19-14), staff felt it was prudent to resubmit these changes to Bldgs. 9 and 10 to the Planning Commission for consideration. Mr. Benetti further explained Building 9 was originally planned to be 8,352 sq. ft. size while Building 10 was scheduled to be 10,800 sq. ft. The amendment noted that these two buildings are essentially swapping places with each other, with Building 9 increased to 13,332 sq. ft. and Building 10 reduced to 6,000 sq. ft. He also provided information on grading, utilities, landscaping, access, parking, lighting and trash enclosure details. Commissioner Christensen stated he does not want the look of the wall to be on the site for another year and a half. Mr. Benetti responded staff is okay with the minimal screening until the buildings are complete rather than installing a decorative fence for a brief period of time. He added staff understands it will get filled in along with landscaping and berming once the buildings are complete. Commissioner Christensen stated he would like to see some advertising in the area that this is Shingle Creek Crossing and not Brookdale Center. He would also like to see the green screen go away. ACTION TO RECOMMEND APPROVAL OF PLANNING COMMISSION RESOLUTION NO. 2014-07 REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2014-007 SUBMITTED BY GATLIN DEVELOPMENT COMPANY, REQUESTING THE APPROVAL OF AN AMENDMENT TO THE APPROVED SITE AND BUILDING PLAN TO ALLOW THE RECONFIGURATION OF PROPOSED BUILDINGS 9 AND 10 WITHIN THE BROOKDALE MALL FOOD COURT RECONSTRUCTION AREA AND WHICH IS PART OF THE SHINGLE CREEK CROSSING PLANNED UNIT DEVELOPMENT(1300 SHINGLE CREEK CROSSING) There was a motion by Commissioner Schonning, seconded by Commissioner Harstad, to approve Planning Commission Resolution No. 2014-07. Voting in favor: Chair Pro Tern Christensen, Commissioners, Freedman, Harstad, and Schonning And the following voted against the same: None The motion passed unanimously. The Council will consider the application at its June 9, 2014 meeting. The applicant must be present. Major changes to the application as reviewed by the Planning Commission will require that the application be returned to the Commission for reconsideration. Page 8 5-29-14 APPLICATION NO. 2014 008 GATLIN DEVELOPMENT COMPANY Chair Pro Tern Christensen introduced Application No. 2014-008, consideration of Site and Building Plan approval for Building R, a new 5,400 sq. ft. restaurant building pad site in the Shingle Creek Crossing Planned Unit Development, for the property located at 1300 Shingle Creek Crossing. (See Planning Report dated 5-29-14 for Application No. 2014-008.) Mr. Benetti stated the original Building R on the approved PUD Amendment No. 4 plans included a 5,400 sq. ft. restaurant building, with 58 spaces. He added the location of the original Building R site was located in the middle of the westerly parking lot and because the layouts of Buildings R and T were not meeting planning staff standards, staff encouraged the Developer to relocate these two building pad sites closer to the Xerxes Avenue right-of-way. He added the updated PUD Plan No. 6 now reflects a much better location and the building pad site remains a 5,400 sq. ft. stand-alone restaurant pad site which also includes a lot of 1.03 acres, and contains 56 spaces on the lot, which are allocated to the specific restaurant uses. Mr. Benetti described the layout of the building and explained proposed grading, utilities, landscaping, lighting, and trash enclosures. Commissioner Christensen stated his concerns with the buildings looking inviting to the public from all sides and suggested utility boxes be screened from view. He reinforced that he would like to see additional signs announcing the entrance to Shingle Creek Crossing. Commissioner Harstad asked if it is required to locate an opening to the enclosed patio for the restaurant site. Mr. Benetti responded it is common to have a gate to get out in case of an emergency. Mr. Payne added it was a conceptual design on the plan. Mr. Eitel added often times the customers can only get to the patio area through the restaurant. ACTION TO RECOMMEND APPROVAL OF PLANNING COMMISSION RESOLUTION NO. 2014-08 REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2014-008 SUBMITTED BY GATLIN DEVELOPMENT COMPANY, APPROVING THE SITE AND BUILDING PLAN FOR PROPOSED BUILDING R WITHIN THE SHINGLE CREEK CROSSING PLANNED UNIT DEVELOPMENT (FUTURE ADDRESS 1390 SHINGLE CREEK CROSSING) There was a motion by Commissioner Schonning, seconded by Commissioner Freedman , to approve Planning Commission Resolution No. 2014-08. Voting in favor: Chair Pro Tem Christensen, Commissioners, Freedman, Harstad, and Schonning And the following voted against the same: None The motion passed unanimously. The Council will consider the application at its June 9, 2014 meeting. The applicant must be present. Major changes to the application as reviewed by the Planning Commission will require that the application be returned to the Commission for reconsideration. Page 9 5-29-14 APPLICATION NO. 2014-009 GATLIN DEVELOPMENT COMPANY Chair Pro Tern Christensen introduced Application No. 2014-009, consideration of Site and Building Plan approval for Building T, a new 5,500 sq. ft. restaurant building pad site in the Shingle Creek Crossing Planned Unit Development, for the property located at 1300 Shingle Creek Crossing. (See Planning Report dated 5-29-14 for Application No. 2014-009.) Mr. Benetti explained the original Building T on the approved PUD Amendment No. 4 plans included a 2,800 sq. ft. restaurant building with 32 parking spaces. He added the location of the original Building T site was located in the middle of the westerly parking lot and because the layouts of Buildings R and T were not meeting planning staff standards, staff encouraged the Developer to relocate these two building pad sites closer to the Xerxes Avenue right-of-way. He further stated the updated PUD Plan No. 6 and Site Plans for Building T now reflect a much better location, and the building pad site is increased from 2,800 sq. ft. to 5,500 sq. ft. multi- tenant buildings pad site and this pad site also includes its a lot of 1.54 acres with 55 parking spaces. Mr. Benetti provided details on building and explained proposed grading, utilities, landscaping, lighting, and trash enclosures. ACTION TO RECOMMEND APPROVAL OF PLANNING COMMISSION RESOLUTION NO. 2014-09 REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2014-009 SUBMITTED BY GATLIN DEVELOPMENT COMPANY, APPROVING THE SITE AND BUILDING PLAN FOR PROPOSED BUILDING T WITHIN THE SHINGLE CREEK CROSSING PLANNED UNIT DEVELOPMENT (FUTURE ADDRESS 1380 SHINGLE CREEK CROSSING) There was a motion by Commissioner Schonning, seconded by Commissioner Freedman , to approve Planning Commission Resolution No. 2014-09. Voting in favor: Chair Pro Tern Christensen, Commissioners, Freedman, Harstad, and Schonning And the following voted against the same: None The motion passed unanimously. The Council will consider the application at its June 9, 2014 meeting. The applicant must be present. Major changes to the application as reviewed by the Planning Commission will require that the application be returned to the Commission for reconsideration. APPLICATION NO. 2014-004 GATLIN DEVELOPMENT COMPANY Chair Pro Tern Christensen introduced Application No. 2014-004, consideration of the Final Plat for SHINGLE CREEK CROSSING 5th ADDITION, located in the Shingle Creek Crossing Planned Unit Development Project, (13 00 Shingle Creek Crossing). Page 10 5-29-14 Mr. Benetti explained the preliminary plat of Shingle Creek Crossing 5th Addition was approved by the Planning Commission on May 15, 2014. He added the final plat has been reviewed by staff and is recommended for approval. ACTION TO RECOMMEND APPROVAL OF PLANNING COMMISSION RESOLUTION NO. 2014-10 REGARDING A RECOMMENDATION TO APPROVE THE FINAL PLAT OF SHINGLE CREEK CROSSING 5th ADDITION LOCATED WITHIN THE SHINGLE CREEK CROSSING PLANNED UNIT DEVELOPMENT PROJECT SITE AS SUBMITTED BY GATLIN DEVELOPMENT COMPANY There was a motion by Commissioner Freedman, seconded by Commissioner Harstad, to approve Planning Commission Resolution No. 2014-10. Voting in favor: Chair Pro Tem Christensen, Commissioners, Freedman, Harstad, and Schonning And the following voted against the same: None The motion passed unanimously. The Council will consider the application at its June 9, 2014 meeting. The applicant must be present. Major changes to the application as reviewed by the Planning Commission will require that the application be returned to the Commission for reconsideration. DISCUSSION ITEM There were no discussion items. OTHER BUSINESS There was no other business. ADJOURNMENT There was a motion by Commissioner Freedman, seconded by Commissioner Schonning, to adjourn the Planning Commission meeting. The motion passed unanimously. The meeting adjourned at 9:36 p.m. Chair Recorded and transcribed by: Rebecca Crass Page 11 5-29-14 XBR iV VJK TER Planning Commission Report Meeting Date: June 12,2014 • Application Filed:05/15/14 • Review Period(60-day)Deadline:07/14/14 • Extension Declared:N/A • Extended Review Period Deadline:N/A Application No. 2014-010 Applicant: Gatlin Development Company Location: 1480 Shingle Creek Crossing Request: Site & Building Plan—Building B INTRODUCTION Gatlin Development Company is requesting review and consideration of a Site and Building Plan approval for the proposed multi-tenant retail and restaurant building labeled "Building B" in the Shingle Creek Crossing Planned Unit Development (PUD) project site. The property is legally described as Lot 2, Block 1, Shingle Creek Crossing 4th Addition. This site plan item does not require a public hearing, but can be considered under a standard public meeting review, whereby comments from the general public may be allowed or noted for the record. BACKGROUND The Shingle Creek Crossing PUD was approved on May 23, 2011, which provided for the overall redevelopment of the former Brookdale Mall properties. The redevelopment would phase in approximately 403,000 sf. of new retail commercial and restaurant uses, and included the new daylighting and waterway features of Single Creek running through the site. The 2nd Amendment (approved September 12, 2011) provided the physical separation of the Food Court building from the Sears store; the renovation/conversion of the Food Court's "common area" into additional retail space, the removal of Building N between Sears and Wal- Mart; and the addition of a new 6,000 sf. commercial pad site. The 3rd Amendment (approved September 24, 2012) provided for the replatting of certain lots; revised original Building Site D to a new 8,400 sq. ft. mixed retail/restaurant use with a drive thru service lane; the elimination of a 35,660 sf. Building Q (Best Buy store) site and replaced with a reduced 6,000 sf. restaurant pad site; and a new 7,500 sf. Building O restaurant pad site. The 4th Amendment (approved October 14, 2013) provided for the removal and redevelopment of the Food Court area; lot line readjustments between Bldg. Sites A and B; and the adjustment to the Bldg. D pad site. The 5th Amendment (approved July 8, 2013) allowed for additional signs and revisions to signs planned for this site, as part of the overall PUD Sign Program. The 6th Amendment (scheduled for consideration at the June 9, 2014 City Council meeting) provides for additional changes, and reconfiguration of certain buildings and lot line layouts. App.No.2014-010 PC 06/12/14 Page I SITE & BUILDING IMPROVEMENTS The original Bldg. B parcel started off under the original PUD Master Plan (May 2011) as an 8,500 sq. ft. stand-alone restaurant pad site, with 85 parking spaces on a 1.28 acre sized lot (refer to Diagram 1 and 2 below). •.. r _ / "'��17 • . . ♦. .a 15'BUILDING - 27'BUILDING r " ♦ ♦ ♦FA y - _ SETBACK SETBACK DRIVE-1 RU PROPOSED MON EASEMENT l SIGN v, M, , ; "i . r,•y 35'BUILDING 451 000Sf •,..> SETBACK /sooar;d'LOT,e, '.BLOCKI LOT 7, y i.r "/� ;�_ fJY,� � � �1���. B��J� {7• yjh •�� BLOCK7 s 1 i LOT 5 � LOT 4.� �RO L r .. _ Dia. 1—2011 PUD Master Plan Dia. 2—2011 PUD Concept Development Plan This Building B site remained relatively unchanged up until the PUD Plan No. 4 approval of November 2013, except for the reconfiguration of lot lines between Building A (Discount Tire) and planned Bldg. B site. At the May 29th Planning Commission meeting, the PC considered PUD Amendment No. 6, which proposed a significant change to the Bldg. B site. The changes included moving the building away from the corner, and providing a new tear-drop shaped drive thru lane on the west end of the building (refer to Diagrams 3 and 4 below). P ON SIGN GNAL YL h"ONV • 'kM.MENT SIGN— -THftU GSETBACK 15'BUILDING e SETBACK ' 1' N � � J ♦soul �F �' �: EASEMENT ' J K1 00 V y 3V BUILDING W • / , O :♦ O •� I'X'T `1'T`TTT SETBACK �♦ BE, l y� 5 r� 'may F E !ry y// APPLEBEES SBT Ali N Dia.3—May 2014 PUD Master Plan Dia.2—May 2014 PUD Concept Development Plan At this last meeting, Planning Staff indicated that the city engineers were not too keen to the design and function of this proposed tear-drop shaped drive thru, and the Developer's engineering consultants provided an update plan that showed a wrap-around drive thru lane instead (refer to Diagram 5 below). App.No.2014-010 PC 06/12/14 Page 2 EXtSfrW MONLM4(T S7(iV':. /t'♦•.'-•.,, / to DLU1x 4Jz!� TRASH ENCLO^`JRE_REFERENCE ARCM P d /� .. // BU6WNG S PAVING LMT'+. iCfjM4ECT TO E%tSy/NG `� ® CONTRACTOR TO WTCNJN S AlK / NO SETBACK TO LA FITNESS PAVING N.I C R/ RBCARJD-1_.__ \ \8 EXISTING LA FITNESS FFE: 855.50 J i / J 7`f. // `\ \\ a EASEMENT n / i / BUNDh&4 PAVING LMTS CON_- rVTCH.N - J� ' TO aSCWNT PAVNG J 4d+P ` CONTRA( ITO R¢3 ER TO A I ` / OISCWNT IMPROVEMENT PL.S J EXISTING LIGHT / FOR SN AREA 48Y OTHERS) POLE TO REMAIN\ .N¢N1.EASEMExT \ Dia.5—Updated Building Concept Layout-with Drive-Thru Lane A recommendation was made to approve the PUD Amendment No. 6 plans, with the acknowledgement that this wrap-around design proposed for Bldg. B would be acceptable. The new building layout shifts the building away from the most northwesterly corner of the SCC-PUD site, which is somewhat isolated and sandwiched between the new LA Fitness and Discount Tire store to the east and south of the subject site. This relocated pad now moves the building closer to the interior edge of the PUD, and lines up more with the front edge of Discount Tire. The rear portion between Xerxes Ave. ROW and the drive-thru lane will be green-spaced and landscaped. A new pedestrian walkway connection from the Xerxes Ave trail/sidewalk system to the interior SCC-PUD walkway is also planned. The drive-thru lane is accessed along the east side of the building (between LA Fitness) and is a single-queuing lane at its entrance. The lane widens out to a dual lane at the rear area near the food order-board to serve as an "escape lane" if needed. Stacking diagrams (below) indicate the lane can accommodate up to 10 passenger vehicles. App.No.2014-010 PC 06/12/14 Page 3 I � The newly configured Bldg. B is reduced from its original 8,500 sq. ft. stand-alone design to a 6,670 sq. ft., multi-tenant building (refer to Diagram 6 — Floor Plan). The reduced footprint represents an approximate 27.5% decrease. The Shingle Creek PUD Agreement allows approved buildings to be increased by no more than 5%, and approved buildings can be reduced (reasonably) if requested under the follow-up site plan considerations. CI I I I E rAPq&ul I I 6 I I I I I pl NI I II I I I I I I I I I rl n I `e I I I n n I II I II II I I n ul c I I t I I I I I Dia. 6—Floor Plan The plans identify four tenant spaces, between 1,583 sq. ft. to 1,680 sq. ft. in gross floor area. The westerly tenant space is identified as the future home of Jimmy John's restaurant. A pick-up window will be provided on the west side of the building for Jimmy John's use only; no other tenant spaces will be allowed to use the drive-thru service lane. The other remaining three spaces will be used as retail/service space. App.No.2014-010 PC 06/12/14 Page 4 The PUD was approved with an overall architectural [elevation] plan as part of the original approvals. All new buildings plan to incorporate 4-sided architecture in their designs, meaning all four elevations must provide a nice, consistent use of material on all four sides of the buildings, including rear elevations. The building is scheduled to receive a nice mix of stone veneers, EIFS, concrete brick veneers, integrally colored rock face block, spandrel glass and other materials. Most of these architectural materials are consistent with the previously approved Architectural Standards (including materials) the City called for under the original PUD Agreement. � 3 4 23'-O" I DEC FABRIC AWNING I THIN BRICK TE.f I . TENANT° VENEER N —PREFINI5HED O _ MTL CORNICE N O O \ ---DECORATIVE CMU GONG. BRICK BASE SOUTH ELEVATION 33b• DECORATIVE FABRIC AWWN6-�. I L16HT I,I.F5. "SPANDRCI. &LASS -THIN BRICF� ANT . ': VENEER —: STONE o VENEER Q "-PREFINISHED Q Q N. MTL CORNICE n p `ANOp.ALLM. Q n Q STOREFRONT O --DECORATIVE Q 1'U CLEAR CW 6LA55 LONG.BRICK I C\6dliH CLlVATiOk BASE �, •r r . OAST&NATION 95' T I I I I -0 ON ' A .AWM.REFRONT V STORE W FRONT -FRONT 6LA55 -0 TE I Q 4 ry n h 4 I I I D A6011-TENANT TO CON!'19 M EX ACT I MODEL,OPENING AND LOCATION r,\bRTH ELP/ATION w.ro Y T P1.lJATb App.No.2014-010 PC 06/12/14 Page 5 Due to recent realization of building code requirements regulating the placement of electrical panels and gas meters on the outside walls of commercial buildings, Planning Staff is recommending the Developer provide a suitable screen or decorative architectural (building) element to hide these unsightly panels and meters. The first Shingle Creek Crossing PUD Agreement of 2011, made between Gatlin Development and the City, called for a minimum of three lots within the PUD would be developed as "eating establishments"—and the regulations regarding this issue is noted as follows: 4.A A minimum of three Lots shall be developed for eating establishments. Lots 6, 13, and 15, Block 1 may only be developed and used for eating establishments, without an amendment to this Declaration designating a different lot for development and use only as an eating establishment, which amendment may be gpproved by the City Council upon a determination by the City Council that the alternative lot is an acceptable substitute and is consistent with the spirit and intent of the PUD. [Note: Lots 6 is Building B - 1480 Shingle Creek Crossing; Lot 13 is Buildings E - 1080 Shingle Creek Crossing; and Lot 15 is Building M - 1050 Shingle Creek Crossing] This condition was envisioned to apply to stand-alone, sit down style restaurants only, and not necessarily convenience food restaurants such as Jimmy John's or other similar eating establishments within this PUD. The 3rd PUD Amendment (noted in the back ground section contained herein) created two new restaurant pad sites with the removal of the planned Best Buy store, as new Building Q - 1000 Shingle Creek Crossing and new Building O - 1020 Shingle Creek Crossing. At this point, the PUD is meeting or exceeding the 3 restaurant minimum standard. Staff however, would request the Developer provide language under the next PUD Amendment that amends (removes) Building B as a planned restaurant pad site, and indicate the new and current (approved)restaurant pad sites within the PUD (e.g. Buildings E, M, O, Q and R). ❖ Parking& Access The site will be provided with three separated access points (refer to diagram below-red arrows). � , E rui/RAJ v" � � y 1 c.mc App.No.2014-010 PC 06/12/14 Page 6 The original plan proposed 45 spaces on the lot. Due to changes requested by the city engineers on the drive-thru lane design, this created a need to shift the building farther south into the lot, and resulted in the loss of parking spaces and reconfiguration of drive aisles (red clouded areas in diagram below), which resulted in a reduction to 32 spaces on the site (parking ratio reduced from 6.89 to 4.80 spaces/1,000 sf. U � T �� M --- / / 38,000sf \ �p 6,673sf • b / tP LOT b / / 4 7,322s1' b Required parking for a retail use inside this PUD is calculated at 4.5 spaces/1,000 sf. of gross leasable area (GLA). Restaurants require 10 spaces per 1,000 sf of GLA, with additional provision that up to 20% of the GLA in a multi-tenant retail building may be a restaurant use without additional parking. The GLA in this building's floor plan is 6,673 sq. ft. The Jimmy John's space is shown with 1,610 sf. of GLA, while the remaining retail spaces are 1,583 sf. 1.680 sf. and 1,680 sf. (retail combined 4,943 sf.). The parking for this site was determined using the following calculations: • Base Retail Building: 6,673 sf./1,000 sf. GLA x 4.5 sp. = 30.03 spaces • Restaurant Allowance of 20%of retail base =6,673 sf. x 0.2 = 1,335 sf. • Jimmy John's restaurant GLA= 1,610 sf. (275 sf.over the 20%threshold)) • Additional parking required for 275 sf. of restaurant: 275 sf. x 5.5/1,000 sf. = 1.51 spaces (Note: the 5.5/1,000 used in this calculation was determined from 10/1,000 sf. minus the 4.5/1,000 used in the retail uses). Therefore, the total parking spaces required for a 6,673 retail building with a 1,610 sf. restaurant tenant is: 30.03 + 1.51 = 31.54 or 32 spaces. App.No.2014-010 PC 06/12/14 Page 7 The site plan also illustrates the 6 foot wide walkway leading from the rear Xerxes Avenue ROW into the PUD site. We assume this walkway connection will be made to the existing walkway entrance off the Xerxes Avenue regional trail system(shown in photograph below): This walkway makes a connection to the front of the building area or continues southward into the shopping center site. The south part of the parking lot area is now a large, oblong parking island with a walkway centered in the island. This walkway will provide pedestrian access over to the LA Fitness site or to the other walkways along this upper ring road system. ❖ Grading/Drainage/Utilities The finished grades and drainage grades for this this site and adjacent building sites have been partially constructed under recently completed land disturbance permit. The site plans and related attachment plans included separate grading and drainage plans for this and other sites. Most of these sites (and primarily the entire PUD site last year) have been or will be reviewed by the City Engineer for full compliance and acceptance. Since some of the overall PUD development site infrastructure has already been installed, there is not much room or need to depart from the original and approved grading/drainage plans. All areas of this site appear to drain properly or do not require any special drainage structures or modification prior to building approvals. ❖ Landscaping The Applicant has submitted a landscape plan which appears to be consistent with the approved PUD Master Plan. Plans call for the installation of up to 24 new trees, consisting of various deciduous trees (19) such as white oaks, hackberry, elms maples and honey locusts, and ornamental trees (5) consisting of single-stem birches. A few trees and ornamentals are set to remain and add to the overall landscaping needs of this site. The rear open space is where most of these plantings will take pace, to screen and shield most of the drive—thru lane and provide some nice plantings along the connector walkway from Xerxes Ave. All of these tree and landscaped areas will be irrigated, as required by the PUD Agreement and City Code. App.No.2014-010 PC 06/12/14 Page 8 •'• Lighting/Trash ♦ The site plans also contained a photometric and light plan, which calls for calls for three, 39-ft. single or dual headed light standards near the corners of the parking lot area. The photometric plan illustrates the main front area of the building will be provided with suitable and adequate light coverage, along with the rear portion of the building and its drive-thru lane. The pedestrian walkway will also receive joint lighting from the Discount Tire store and this new Bldg. B site. The plans call for the installation of trash enclosure near the northeast corner of the building, which will accommodate two commercial lift-dumpsters. The trash enclosure sits directly across from the new LA Fitness trash enclosure facility, and we assume all trash will be removed and taken from the drive-aisle separating these two properties. The trash hauler vehicle may then exit thru the drive thru lane, assuming the owners of the site allow such maneuver to take place on the property or drive lane. The plans are absent of a "typical trash enclosure" detail, which should indicate the enclosures construction and design. Staff is making a recommendation that this enclosure must be a 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. CITY ENGINEER REVIEW The city engineers have provided a review and comments memorandum regarding this site plan application, dated June 6, 2014, and is included as part of this report. Most of these comments and conditions reflect the improvements approved under the PUD Plan amendment. Some of these conditions may be applicable at time of future building permit review and approvals. RECOMMENDATION Staff recommends the Planning Commission adopt the attached Resolution No. 2014-11, which comprehends the approval of Planning Application No. 2014-010, the Site and Building Plan for the proposed Building B pad site, which is part of the Shingle Creek Crossing Planned Unit Development, subject to the following conditions: 1. Developer/Applicant agrees to comply with all conditions or provisions noted in the City Engineer's Review memo, dated June 6, 2014. 2. The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. 3. Final grading, drainage, utility and erosion control plans and any other site engineering elated issues are subject to review and approval by the City Engineer prior to the issuance of permits. 4. The outside trash enclosure shall be built with similar material as the principal building, with solid screen gates or doors made of pressure treated wood or composite materials. App.No.2014-010 PC 06/12/14 Page 9 5. All trash enclosures, roof top or on-ground mechanical equipment shall be appropriately screened from view. The Developer shall provide additional architectural treatments or decorative building features to screen the outside electrical panels and gas meters if located on the outside of the building. These screening elements shall be approved by the City's Business and Development Director. 6. An underground irrigation system shall be installed in all landscaped areas to facilitate site maintenance. 7. Site Plan approval is exclusive of all final signs on this site, including new wall (building) signs, which shall remain subject to Chapter 34 of the city ordinances, and subject to the approved Signage Plan of the Shingle Creek Crossing PUD Agreements. 8. The Developer shall submit an as built survey of the property, improvements and utility service lines prior to release of the performance guarantee. 9. Any major changes or modifications made to this PUD Development/Site and Building Plan can only be made by an amendment to this PUD, which shall include an updated Development/Site Plan if necessary. 10. lot under review required by the Condition No. 4.A noted above. Staff anticipates this issue will be presented in subsequent PUD Amendments. 11. All other provisions, standards and variations provided under the 2011 Shingle Creek Crossing PUD shall remain in effect. Attachments • Planning Commission Resolution No. 2014-11 • City Engineer's Review Memo—dated June 6,2014 • Site and Building Plans for Bldg.B - Shingle Creek Crossing App.No.2014-010 PC 06/12/14 Page 10 MEMORANDUM DATE: June 6, 2014 TO: Tim Benetti, Planning and Zoning Specialist FROM: Andrew Ho gg, Asistant City Engineer SUBJECT: Public Works - Site Plan Memo—Shingle Creek Building B Public Works Department staff has reviewed the 16 sheet set of plans entitled Shingle Creek Crossing Building B which were prepared by Kimley-Horn and Associates, Inc., and are'dated June 4,2014. The site plan review applies only to Building B. The following comments are offered relative to the above-referenced submittals. They are contingent upon PUD Amendment 6 approval, preliminary and final plat approval, and final site plan and land alteration/bui I ding permit submittal and approval. Other sites outside of these sites have not been included as part of this review. Site Plan Exhibit Items: 1. Show location of grease trap. 2. Consider revision to watermain as shown on Sheet 6060. 3. Provide drive-thru study based on.comparable use business, addressing typical queues, turning movements and available stacking/storage areas. 4. Work with Holiday owner to address connectivity issues with pedestrians between sites. 5. Provide truck turning and access movements to demonstrate adequacy for garbage pickup. 6. All proposed loading areas: Detailed truck turning and access movements must be provided to demonstrate adequacy. Final access routes and turning movements for all loading areas will be subject to final City review and approval conditions of the Preliminary and Final Plans. 7. The existing City lighting, trees and landscaping along Xerxes Avenue must be protected. Maintain and re-establish landscaping as needed to preserve the original landscaping along Xerxes Avenue, incorporating all landscaping and irrigation behind the trail into the site's and development's landscaping(including future maintenance plan). General Items: 8. All recommendations and requirements approved as part of previous actions pertaining to all prior PUD/PUD amendment approvals, Preliminary Plan approvals, and Final Plat approvals relative to Shingle Creek Crossing; Shingle Creek Crossing 2"d Addition, Shingle Creek Crossing 3rd Addition, Shingle Creek Crossing 4th Addition and/or portions thereof are withstanding and must be incorporated into the final plans. 9. All work performed and materials used for construction of utilities must conform to the City of Brooklyn Center's standard specifications and details. The City's standard details must be included in the plans. 10. The final plans must be certified by a licensed engineer in the state of Minnesota and forwarded to the City Engineer for approval. 11. Upon project completion, the applicant must submit an as-built survey of the property, improvements and utility service lines and structures; and provide certified record drawings of all project plan sheets depicting any associated private and/or public Site Plan Building B/Shingle Creek Crossing Page 2 June 6, 2014 improvements, revisions and adjustments prior to issuance of the certificate of occupancy. The as-built survey must also verify that all property corners have been established and are in place at the completion of the project as determined and directed by the City Engineer. 12. Inspection for the private site improvements must be performed by the developer's design/project engineer. Upon project completion, the design/project engineer must formally certify through a letter that the project was built in conformance with the approved plans and under the design/project engineer's immediate and direct supervision. The engineer must be certified in the state of Minnesota and must certify all required as- built drawings (which are separate from the as-built survey). 13. The applicant is responsible for coordinating site demolition plans with all private utility companies(Xcel Energy, CenterPoint Energy, Qwest Communications, etc.). 4 Preliminary Plat and Final Plat: 14. Rededicating and terminating certain easements are required as part of the replatting associated with this site. Formal vacation documents are required and must contain easement vacation descriptions and depiction exhibits signed by a professional surveyor. A separate application is required for the easement vacation actions. 15.No portion of building or appurtenant structures may encroach on the City drainage and utility easement. 16. An updated certified abstract of title or registered property report must be provided to the E City Engineer and City Attorney for review within 30 days of preliminary plat application. Additionally, this will need to stay current and be updated through the approval process as required to maintain and be current within 30 days of release of the final plat. Easements and Agreements: 17. A Performance Agreement is required that includes all conditions of the project approval, subject to the final site plan approval by the City Engineer. 18. Subdivision/Development and Declaration of Covenants and Rights Agreements are required that includes all conditions of the project approval, subject to the final site plan approval by the City Engineer. 19. A temporary agreement between property owners is required for all work located outside I of the applicant's property. Anticipated Permitting: 20. A City of Brooklyn Center land disturbance permit is required. 21. A City of Brooklyn Center building permit is required. 22. A City of Brooklyn Center water and sewer permit is required. 23. An MPCA NPDES permit is required. 24. An MPCA sanitary sewer permit may be required. 25. A MN Department of Health water main extension permit may be required. ' 26. Other permits not listed may be required and are the responsibility of the developer to obtain as warranted. Prior to issuance of a Land Alteration and Building Permit. 27. Submit recorded copies of all required agreements. 28. Copies of all required permits must be provided to the City prior to issuance of applicable building and land disturbance permits. 29. Final construction/demolition plans and specifications need to be received and approved by the City Engineer in form and format as determined by the City. The final plan must Site Plan Building B/Shingle Creek Crossing Page 3 June 6, 2014 comply with the approved preliminary plan. 30. A letter of credit or cash escrow shall be deposited with the City in the amount of 100% of the estimated cost in the amount estimated by the developer and determined by the City to comply with land alteration requirement, site improvement, and restoration of the site. The City may incrementally reduce the amount of the surety if work,is completed and accepted. E 31. A Construction Management Plan and Agreement is required that addresses general construction activities and management provisions, traffic control provisions, haul routes, emergency management provisions, storm water pollution prevention plan provisions, tree protection provisions, general public welfare and safety provisions, definition of G responsibility provisions, temporary parking provisions, overall site condition provisions and non-compliance provisions. The plan must be in a City approved format and must outline minimum site management practices and penalties for non-compliance. A $2,500 cash deposit is required as part of the non-compliance provision. Through this document, the developer and property owner will acknowledge: a) The property will be brought into compliance within 24 hours of notification of a violation of the construction management plan, other conditions of approval or City code standards. b) If compliance is not achieved, the City will use any or all of the escrow dollars to correct any deficiency and/or issue. 32. The developer is responsible for all City costs associated with City administration, engineering and inspections. A $2,500 cash deposit must be submitted and fees will be deducted accordingly. The developer will be responsible for additional fees as necessary or will be refunded any remaining unused amount. 33. A preconstruction conference must be scheduled and held with City staff and other entities designated by the City. All aforementioned items, comments and recommendations are provided based on the information submitted by the applicant at the time of this review. The site plan must be developed and maintained in substantial conformance with the referenced plans, unless modified by the staff recommended conditions above. Subsequent approval of the final plan may require additional modifications based on engineering requirements associated with final design of the water supply, storm dra in a ge, sanitary sewer, final grading, g eometric design and other design elements as ' established by the City Engineer and other public officials having jurisdiction over approval of the final site plans. Commissioner introduced the following resolution and moved its adoption PLANNING COMMISSION RESOLUTION NO. 2014-11 RESOLUTION REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2014-010 SUBMITTED BY GATLIN DEVELOPMENT COMPANY, APPROVING THE SITE AND BUILDING PLAN FOR PROPOSED BUILDING B WITHIN THE SHINGLE CREEK CROSSING PLANNED UNIT DEVELOPMENT (1480 SHINGLE CREEK CROSSING) WHEREAS, Planning Commission Application No. 2014-010, submitted by Gatlin Development Company requesting approval of a new Site and Building Plan for a proposed Building B, addressed as 1480 Shingle Creek Crossing, and which approval is in conjunction with the ongoing improvements made under the Shingle Creek Crossing Planned Unit Development Project; and WHEREAS, the Planning Commission held a public meeting on June 12, 2014 to fully consider Planning Commission Application No. 2014-010, and reviewed and received a planning report on the proposed new Site and Building Plans for the proposed Building B development and other related improvements in conjunction with the Shingle Creek Crossing Planned Unit Development Project; and WHEREAS, in light of all testimony received, and utilizing the guidelines and standards for evaluating site and building plans, as contained in Section 35-230 (Plan Approval) of the City's Zoning Ordinance, along with consideration of the goals and objectives of the City's Comprehensive Plan, the Planning Commission considers this site and building plan an appropriate and reasonable development of the subject property; and WHEREAS, the Planning Commission finds that the Site and Building plans for this Building B is consistent with the General Development Plans of the overall Shingle Creek Crossing Planned Unit Development. NOW, THEREFORE, BE IT RESOLVED by the Planning Advisory Commission of the City of Brooklyn Center to recommend to the City Council that the Site and Building Plan of proposed Building B, as comprehended under Planning Application No. 2014-010, may be approved based upon the following considerations: A. The Site and Building Plan is compatible with the standards, purposes and intent of the City's Zoning Ordinance; B. 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 PC RESOLUTION NO. 2014-11 comparable intensity to adjacent land uses as well as those permitted on surrounding land; C. The improvements and utilization of the property as proposed under the planned redevelopment of this site is considered a reasonable use of the property and will conform with ordinance standards; D. The Site and Building Plan proposal is considered consistent with the recommendations of the City's Comprehensive Plan for this area; E. 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 F. Based upon the above considerations, it is believed that the guidelines for evaluating and approving a Site and Building Plan as contained in Section 35-230 (Plan Approval) of the City's Zoning Ordinance are met and the site proposal is,therefore, in the best interest of the community. BE IT FURTHER RESOLVED by the Planning Advisory Commission of the City of Brooklyn Center does hereby recommend to the City Council that Planning Application No. 2014-010 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 6, 2014. 2. The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. 3. Final grading, drainage, utility and erosion control plans and any other site engineering elated issues are subject to review and approval by the City Engineer prior to the issuance of permits. 4. The outside trash enclosure shall be built with similar material as the principal building, with solid screen gates or doors made of pressure treated wood or composite materials. 5. All trash enclosures, roof top or on-ground mechanical equipment shall be appropriately screened from view. The Developer shall provide additional architectural treatments or decorative building features to screen the outside electrical panels and gas meters if located on the outside of the building. These screening elements shall be approved by the City's Business and Development Director. PC RESOLUTION NO. 2014-11 6. An underground irrigation system shall be installed in all landscaped areas to facilitate site maintenance. 7. Site Plan approval is exclusive of all final signs on this site, including new wall (building) signs, which shall remain subject to Chapter 34 of the city ordinances, and subject to the approved Signage Plan of the Shingle Creek Crossing PUD Agreements. 8. The Developer shall submit an as built survey of the property, improvements and utility service lines prior to release of the performance guarantee. 9. Any major changes or modifications made to this PUD Development/Site and Building Plan can only be made by an amendment to this PUD, which shall include an updated Development/Site Plan if necessary. 10. lot under review required by the Condition No. 4.A noted above. Staff anticipates this issue will be presented in subsequent PUD Amendments. 11. All other provisions, standards and variations provided under the 2011 Shingle Creek Crossing PUD shall remain in effect. June 12,2014 Date Chair ATTEST: Secretary The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon,the following voted in favor thereof: Chair , Commissioners ,and and the following voted against the same: None. whereupon said resolution was declared duly passed and adopted. m 'g ENGINEERING ENVIRONMENTAL u, STEVE ULLEHAUG MINNESOTA POLLUTION CONTROL AGENCY ENEESMW TO CONTRACTOR: o CITY OF BROOKLYN CENTER SANITARY SEWER EXTENSIONS,REM,METRO ENGINEERING DEPARTMENT CORY MATHISEN K FOR THIS PROAECTSHALLMEETOR EXCEEDTHE SITE 6301 SHINGLE CREEK PARKWAY $20 LAFAYETTE ROAD CIRCATOR9' BROOKLYN CENTER,MN 55430 ST.PAUL.MN 55155 L (763)569-3340 (651)297-2274 W IWPECTBXHS AND/OR CERTIFICATIONS REWIREO BY R UTILITY SERVICE COMPANIES SHALL BE PERFORMED MM CpAPLETON AND THE FINAL CONNECTION OF SERVICES. SITE IMPROVEMENT PLANS Y STORM PLANNING AND ZONING DIANE SPECTER CTOR GARY EITEL SHINGLE CREEK WATERSHED MANAGEMENT PLANNING AND ZONING COMMISSON COMMISSION/WENCK ASSOCIATES,INC. CITY OF BROOKLYN CENTER CITY HALL THE PRESENCE OF GROUNDWATER SHOULD BE z 1800 PIONEER CREEK CENTER, 6301 SHINGLE CRUX PARKWAY ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL BUILDING B PO BOX 249 MAPLE PLAIN,MN 55359 BROOKLYN CENTER.MN 55430 w INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. (763)479-4280 (763)560-9241 REFERENCE THE CONSTRUCTION CONTINGENCY PLAN BY FIRE PREVENTION HEALTH DEPT. BRAUN INTERTEC DATED 05/27/2011 FOR GROUNDWATER Sheet Index FIRE CHIEF LEE FIRE BRIAN NOMA DEWATERING REQUIREMENTS LOT 2 BLOCK 1 S C C 4TH ADDITION BROOKLYN CENTER ER FlR O'E CHIEF MINNESOTA DEPARTMENT HEALTH 6010 COVER SHEET 6645 HUMEIMT AVENUE NORTH ENWRONMENTAL HEALTH DIVISION BROOKLYN CENTER,MN 55430 625 NORTH ROBERT STREET EROSION AND SEDIMENTATION - (763)549-3600 P.O.BOX 54975 6020 . FAX:(763)561-0717 ST.PAUL,MN 55184 ALL CONTRACTORS MUST CONTACT CONTROL PLAN PHASE 1 FOR (651)201-4700 GOPHER STATE CALL ONE EROSION AND SEDIMENTATION z BUILDING DIVISION HENNEPIN COUNTY MN TOLL FREE 1-BOD-252-1166 6021 CONTROL PLAN PHASE 2 = MALLORY HOLM EN ROBERT BWRS BEFORE CONSTRUCTION BEGINS O Y °c BUILDING OFFICIAL SENIOR TRANSPORTATION ENGINEER TWIN CITY AREA 651-054-0002 6.0,1,2 EROSION AND SEDIMENTATION „ ° BUILDING k COMMUNITY STANDARDS HENNEPIN COUNTY PUBLIC WORKS CONTROL DETAILS = ~va `- 8301 SHINGLE CREEK PARKWAY 1600 PRAIRIE DRIVE •° BROOKLYN CENTER,MN 55430 MEDIN0.MN 55340 -GOPHER ONE MAY NOT LOCATE ALL SHINGLE CREEK CROSSING EROSION AND SEDIMENTATION ^ spa (AX- 769-3330 (612)595-359 PRIVATE UTILITIES-CONTRACTOR AVATING ALL 6023 a,T E FAX:(783)561-0717 FAX:(763)478-4000 CLEAR AREA PRIOR TO EXCAVATING- CONTROL DETAILS '? 6030 DEMOLITION PLAN TYQ��E LOCATED AT 6040 SITE PLAN 6041 SITE DETAILS 6042 SITE DETAILS PROJECT TEAM XERXES AVENUE NORTH AND COUNTY ROAD 10 x 6043 SITE DETAILS � OVVNER/DEVELOPER ARCHITECT CIVIL ENGINEER BROOKLYN CENTER, MINNESOTA 6050 GRADING AND DRAINAGE PLAN LOREN K.VAN DER SLIK KATHY ANDERSON,All, LUCAS C.PAYNE,P.E. 6051 GRADING AND DRAINAGE DETAILS GATLIN DEVELOPMENTCOMPANY ARCHITECTURAL CONSORTIUM KIMLEY-HORN AND ASSOCIATES,INC. 6060 UTILITY PLAN a' ° 888 LAS OLAS BLVD.ST 600 901 NORTH THIRD STREET,SUITE 220 2550 UNIVERSITY AVENUE WEST,SUITE 238N LJ FORT LAUDERDALE,FL 33301 MINNEAPOLIS,MINNESOTA 55401 SAINT PAUL,MINNESOTA 55114 SECTION 2, TOWNSHIP 118N, RANGE 21W 6061 UTILITY DETAILS (954)302-5900 (612)436-4030 (651)645 4197 �> •d _ FAX(954)302-5901 FAX(612)692-9950 FAX(651)64MI16 PARCEL ID# = 03-118-21-41-0034 6060 PHOTOMETRICS PLAN ooh LOCAL CONTACT:DAVID HUNT a� ¢ : CELL(952)4844451 LANDSCAPE ARCHITECT 6100 LANDSCAPE PLAN TODD HALUNEN,RLA m U KIMLEY-HORN AND ASSOCIATES,INC. Q' _ FAX(651)6455116 2550 UNIVERSITY AVENUE WEST,SUITE 238N Li SAINT PAUL,MINNESOTA 55114 €a U LV (651)645-0197 FNZ�d Ja y Z O K ti Z • GEOTECHNICAL ENGINEER ENVIRONMENTAUHAZARDOUS MATERIALS =2 ¢ w 15 59t AVE. zgwo5 $ STEVE MARTIN,P.E. GREGG KRUSE Z w S NOR _rcv�ia� o E_ BRAUN INTERTEC CORPORATION BRAUN INTERTEC CORPORATION Q 1 O I1ik, 45.HILLSVIEW RD. o w 1826 BUERKLE ROAD 11001 HAMPSHIRE AVENUE SOUTH W qY DR. SA NT p T PAUL,MN 5511D MINNEAPOLIS,MN 55438 PROJECT LOCATION a o ¢ ¢ g (651)487-3245 (952)995-2000 AVE' Q W CE > N. z 'm FAX(651)487-1812 FAX(952)995-2020 RANGE PL O D J cJ m �5 ¢ 57th AV. Q' - BURQUES LA. o Off• a 56 (h 1T3, DR. 56th AVE. o 5 UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT ECKBERG DR. z UTILITY GOVERNING CONTRACTOR RESPONSIBILITY OTHERS RESPONSIBILITIES ES ��p� EORICON� DR. z a AGENCIES CONTACTS Q P� P V U �' z 55th AVE.z N. w CENTERPOINT ENERGY COORDINATE CONSTRUCTION ACTIVITIES WITH GAS GAS UNE DEMOU71ON WILL BE DONE BY GAS COMPANY.GAS > 55th 55th ! w 5 700 LINDEN,P.O.BOX 1165 COMPANY TO ENSURE DEMOUTION OF GAS UNE IS COMPANY TO LOCATE AND STAKE EXISTING GAS PIPING TO J Z N1 Q) W > MINNEAPOLIS,MN 55404 COMPLETED PRIOR TO ANY OTHER DDAOU71ON AND TO REMAIN PRIOR TO CONTRACTOR STARTING ANY DEMOUTON. m a r W 7 > GAS CONTACT:BERNICE THGENNES ENSURE INSTALLATION OF GAS UNES ARE COMPLETE SERVICE FROM THE POINT OF CONNECTION AT THE EXISTING UNE 54th AV• �j do dp % a a ¢ Q 54th¢ A l�V�)Y (612)342-5123 PRIOR TO PAMNG OR CURB PLACEMENT. J V/ UP TO AND INCLUDING SETTING OF METER WILL BE BY CENTERPOINT ENERGY. 53fd PL. Y 74 N W W W 0 ENERGY,• ANY RELOCATIONS OF EXISTING WILL BE DONE BY CENTERPOINT LILAC DR. N - > O Q_ 3 WWEST/CEN7URYLINK ODORDINATE CONSTRUCTION ACTIVITIES WITH ANY RELOCATION OF EXISTING UTILITIES WILL BE 53rd AVE. N. Z 53rd R AV E. o Z m cl ; 2800 WAYZATA BOULEVARD ROOM 300 TELEPHONE COMPANY TO ENSURE INSTALLATION OF DONE BY WWEST MINNEAPOLIS,MN 55405 UNDERGROUND UNES ARE COMPLETED PRIOR TO PRIOR TO BACKFlLLING THE TRENCH.OWES T TO P W > Z O CONTACT:CHRISTY ALLGOOD ASPHALT OR W PLACEMENT. INSPECT AND APPROVE THE INSTALLATION OF Q Z Z Z Z Z • CABLE (612)3BI-5563 PROVIDE AND INSTALL 2-4•SCHEDULE 40 PVC CABLE r Z Z Z Z Z f, TELEPHONE CONDUITS WI7H PULL ROPES.INCIUDING ALL WWEST WILL PROVIDE AND INSTALL ALL MATERIALS 52 nd AV E. N. z a V 3 TRENCHING AND BACKEIWNG.FROM THE RIGHT OF NEEDED TO ESTABLISH PRIMARY SERVICES FROM 'S� ¢ Z 52 nd AVE. N WAY TO THE BUILDING PENT OF CONNECTION AT THE EXISTING UNE UP O j • PROVIDE AND INSTALL PULL BOXES AS PER TO THE JUNCTION BOX O LJ TELEPHONE COMPANY TION AC S MENT VAC I� XCEL ENERGY COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRIC XCEL MILL PROWDE AND INSTALL ALL MATERIALS NEEDED TO 8701 MONTICELLO LANE COMPANY TO ENSURE INSTALLATION OF UNDERGROUND ESTABLISH PRIMARY OVERHEAD/UNDERGROUND SERVICE MAPLE GROVE,MN 55369 LINES ARE COMPLETED PRIOR TO ASPHALT OR CURB FR d1 POINT OF CONNECTION AT THE EXISTING LINE UP TO _ CONTACT:ROBERT TORRES PLACEMENT. THE TRANSFORMER. N.T.S. Q ELECTRIC (763)493-1671 PROVIDE AND INSTALL CONDUITS WITH PULL ROPES, XCEL WILL PROVIDE AND INSTALL PRIMARY CABLE FOR ALL o INCLUDING TRENCHING AND BACKFlWNG UNDERGROUND LINES UP TO THE TRANSFORMER W WNSTRUCT//IINSTALL TRANSFORMER PAD AS PER THE ANY RELOCATION OF EXISTING LINES OR POLES WILL BE w • XCEL SPECIRCATIONS-PROVIDE AND INSTALL ALL DONE BY XCEL ENERGY. Z Z SECONDARY SERVICE AND MATERIALS RELOCATION COSTS SHAM BE PAID BY THE GENERAL CONTRACTOR AND REIMBURSED BY OWNER AT FACE VALUE. PREPARED BY. U) (Y Z CITY OF BROOKLYN CENTER PROVIDE AND INSTALL SANITARY SEWER UNES AND 2 ENGINEERING DEPARTMENT ASSOCIATED APPURTENANCES PER THE PUNS AND REWIRED INSPECTIONS AND APPROVALS OF BE • DONE LY THE TER AND FOR THE CITY OF LL.I 8301 LYNGCE CREEK PARKWAY SPECIFICATIONS. BROOKLYN CENTER AND THE ENGINEER OF RECORD. O z - BROOKLYN CENTER,MN 55430 ALL PUBLIC AND PRIVATE SANITARY SEWER LINES Kimley))) Horn C) z SANITARY CONTACT:STEVE ULLENAUG SHALL BE PER CITY O'BROOKLYN CENTER U., SEWER (763)569-3340 REQUIREMEN LLI (� ° COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER OF RECORD AND CITY OF BROOKLYN CENTER Y U Z UTILITIES DEPARTMENT.SEE UTILITY PUN FOR Q REOUIREMENTS. Lwl.l Z E PROVIDE AND INSTALL ALL WATER MAINS AND N G CITY OF BROOKLYN CENTER ASSOCIATED APPURTENANCES PER 7HE PUNS AND • REQUIRED INSPECTIONS AND APPROVALS WILL BE ��\ J ENdNEERING DEPARTMENT DONE BY THE INSPECTOR FOR THE CITY OF l/ SPECIFICATIONS 6301 SHINGLE CREEK PARKWAY BROOKLYN CENTER AND THE ENGINEER OF RECORD. BROOKLYN CENTER MN 55430 ALL PUBLIC AND PRIVATE WATER MAINS STALL BE PER _ CONTACT:STEVE ULLEHAUC CITY O BROOKLYN CENTER REQUIREMENTS W O m 763 560-3340 ALL PORTIONS OF THE FIRE PROTECTION WATER Z ( ) SYSTEM SHALL BE INSTALLED BY A LICENSED FIRE J O WATER SPRINKLER CONTRACTDR. U • ALL PORTIONS OF OTHER NON FIRE PROTECTION RELATED LINES MAY BE INSTALLED BY THE GATUN DEVELOPUM COMPANY z m = ° PLUMBING CONTRACTOR. CL g COORDINATE REQUIRED INSPECTION SERVICES NTH = W ENGINEER OF RECORD AND CITY OF BROOKLYN CENTER „�^Y UTIU71ES DEPARTMENT.SEE UTILITY PLAN FOR V/ Z REQUIREMENTS. NOTE _ - Cltt OF BROOKLYN CENTER PROVIDE AND INSTALL ALL STORM SEWER LINES ANO REWIRED INSPECTIONS AND APPROVALS WILL BE PLEASE REFER TO THE FOLLOWING REPORTS PREPARED BY BRAUN DATE ENGINEERING DEPARTMENT ASSDCIATED APPURTENANCES PER THE PUNS AND DONE BY THE INSPECTOR FOR THE CITY OF INTERTEC CORPORATION FOR GEOTECHNICAL INFORMATION: D6/04/2014 r 6301 SHINGLE GREEK PARKWAY SPECIFICATDNS. BRODKLYN CENTER,(IF REWIRED)ENGINEER OF • GEOTECHNICAL EVALUATION REPORT STORM BROOKLYN CENTER,MN 55430 REFER TO SPECIFICATIONS AND GRADING PLAN FOR RECORD.AND OTHER APPUCABLE AGENCIES. SHINGLE CREEK CROSSING DATED JUNE 9,2DI1 AND THE PROJECT NO. SEWER CONTACT:STEVE UUFHAUG INFORMATION W ALLOWABLE STORM SEWER MATERIALS ADDENDUM DATED MAY 2,2012. 1 6 06 33 001 (763)569-3340 SHEET NUMBER E THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES.THE CONTRACTOR SHALL PROVIDE ANY AND ALL APPURTENANCES.TRENCHING AND 6010 BACKFl O”LL.AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS THE ITEMS USTEO. i I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 16 I 17 I 18 I 19 I 20 DEVELOPERIOWNER: CITY OF BROOKLYN } m GAT N DEVELOPMENT COMPANY,INC. CENTER: A ! \. ./"Ya• / - (953LAS OLAS 02-5900 LVD.ST 600 6301 SHINGLE CREEK PKWY p !!! \ (\y FORT LAUDERDALE,FL 33301 CITY OF BROOKLYN CENTER E { ' ° BROOKLYN CENTER MN 5547 o H j f Nv ,5 H E.) ' g / J SITE OPERATOR/GENERAL CONTRACTOR: ( CERTIFIED SWPPP INSPECTOR TO SIGN HERE: f 54V) a - NV 647- 1 �/ J y sue'- ('B, VICINITY MAP,DIGS QUAD MAP,OPERATION TIME x SCHEDULE,ALL GENERAL EROSION AND SEDIMENT / CONTROL NOTES,MAINTENANCE NOTES AND SEQUENCE NOTES ARE ON SHEET 6022 \ / EROSION AND SEDIMENTATION CONTROL DETAILS. m / /,• ." �/�j /4// THE PRESENCE OF GROUNDWATER SHOULD I %' " --'-- / AN PCIPATED ON THIS PROJECT.CONTRACTOR'S Z C m ✓ BID SHALL INCLUDE CONSIDERATION FOR {�\ ADDRESSING THIS ISSUE =3 \ IPB FLOOD ZONE NOTE: Q � ( l THE PROPERTY APPEARS TO BE SITUATED IN = B�'•g FLOOD ZONE"X"AND 1` kf"•,V / / V • NUMBER 270151 0212 E.FLOOD ZONE DATE SEPTEMBER 02F 2004.CO ^ � MD ZON PANEL o U \ \ l C A ALL CONTRACTORS MUST CONTAC T 6 �� ° 20 40 GOPHER STATE ONE CALL .� a o MN TOLL FREE 1-800-252-1166 0 o '/ :' / r j \ •.�I \\ SCALE FEET TWIN CITY AREA 651 454 OEGINS BEFORE CONSTRUCTION B INS 9 \ E $ \\ T WITH ACTOR TO NE COORDINATE AND NER G OF WORK zo AND/OR OW S x - o a ALL WORK WITHIN THEN LIMITS OF SDISTURBANCE. w WHICH INCLUDES STORAGE OF MATERIALS AND ¢w wo°� a EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR N?J� o ., h V\ \, RETURNING ALL AREAS AFFECTED BY WORK TO CONDITION AS GOOD AS EXISTING OR BETTER. 1 `{ ; DRAINAGE AREA A \\ ON-SITE LIMITS OF DISTURBANCE TO END AT E �ma� G.J F THE PROPERTY LINE REINFORCED SILT FENCE yoga Na o 0 �\ ' CONS RUC EDPROTECTION JUST OINSIDE THE PROPERTY LINE azaw ¢� �a�� J.r/ j f/ a35 AC. 'PA / \ \ AND OUTSIDE OF ALL PROPOSED IMPROVEMENTS. }&pz JN 4' ACREAGE SUMMARY — PROJECT o <o t G \4 AT TOTAL BUILD—OUT E SITE FEATURES a h " \ (TO NEAREST QUARTER ACRE,PER MN GENERAL PERMIT) )LX%7G DIRECTION OF OVERLAND FLOW TOTAL PROJECT AREA 81.00 O N N PROPERTY LINE 4>m ON-SITE DISTURBED AREA 53.50 m r' r -- ...... PROPOSED LIMITS OF DISTURBANCE o m o CONTRACTOR TO MAINTAIN ACCESS TO PARKING/DUMPSTER FOR LA FITNESS. �\ ON-SITE DISTURBED AREA(BUILDING B) 1.25 a w w \ CONTRACTOR TO PHASE WORK TO MINIMIZE IMPACTS. EXISTING BUILDING WW w OFF-SITE DISTURBED AREA 0.25 V w i b s Q TOTAL DISTURBED AREA MUST MATCH Nq 54.15 -- EXISTING CONTOURSn o o v Art`n \ - +-. 'T IMPERVIOUS AREA AT COMPLETION LINITS OF DRAINAGE SUB-BAS 42.15 r H PERVIOUS/SEEDED AREA AT COMPLETION 12.00 IN uj EROSIO N DETAILS Z Q SS EWPPP INFORMATION SIGN Q O ACRE ® DA AREA INLET PROTECTION SEDIMENT CONTROL \ AGE SUMMARY Z BUILDING B Q Q Z \ / (TO NEAREST WARTEF ACRE,PER MN GENERAL PERMIT) ® IPB SILT FENCE INLET PROTECTION Z I._ Q -- TOTAL PROJECT AREA 81.00 J n d ON-SITE DISTURBED AREA 1.25 ® IPC IN CURB LET PROTECTION SEDIMENT CONTROL 6;) L LA 3 OFF-SITE DISTURBED AREA 025 n FR CONSTRUCTION EXIT O G 0 i \ \ \ TOTAL DISTURBED AREA 1.50 PI IMPERVIOUS AREA AT COMPLETION 1.00 EXISTING REINFORCED SILT FENCE Q/ PERVIOUS/SEEDED AREA AT COMPLETION 0.50 w W FR FILTH SEDIMENT CONTROL coNSmucnoN TRAFFIC*SIGN CONSTRUCTION FENCE ./ U FR PERVIOUS ARE A(REF.LANDSCAPE PL AN) o (V N II 11 � ARCHITECTURAL APRON Z Z K ° i • 1� 11}� O LJJ X0 '35°7 Q' Z m ----- U W NV - % • ; 0 z Lu L '`� �� =' / OFF-SITE MATERIAL AREA(S)INFORMATION Lu J W O z BORROW SITE NAME: DISPOSAL SITE NAME: J O O a (S (D a \ '• F �/ \ BORROW SITE ADDRESS: DISPOSAL SITE ADDRESS: o i i BORROW SITE PERMIT HOLDER: DISPOSAL SITE PERMIT HOLDER: W Z M \ w (n z c° \ / � -+� l� !°� BORROW SITE PERMIT N0: DISPOSAL SITE PERMIT N0: _ / 'R "" \ BORROW SITE PERMITTING AGENCY: DISPOSAL STE PERMITTING AGENCY: DATE NV" 07(NJ�\ / // - Top..:S43.J(( I ./ � 1L / \. f �� /, 06/04/2014 1) CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE. PROJECT NO. $' 2) BORROW AND DISPOSAL INFORMATION IS NEEDED FOR SOIL FILL AND SPOIL MATERIALS ONLY. 160633DO1 3) CONTRACTOR SHALL STATE-NOT REWIRED FOR THIS PROJECT-IF ONE OR BOTH ARE NOT REQUIRED FOR PROJECT. SHEET NUMBER N o BOZO i I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 ( 11 I 12 I 13 ( 14 I 16 17 18 19 I 20 DEVELOPER/OINNER: CITY OF BROOKLYN 'm A I FORT AS OE S BLVD.ST 601NY,INC. CENTER: w BBB LAS OCAS BLVD.ST 600 CITY OF BROOKLYN CENTER Q (954)302-5900 5301 SHINGLE CREEK PKWY p BROOKLYN CENTER.AN 55430 E i \ j' OFF-SITE MATERIAL AREA(S)INFORMATION SITE OPERATORIGENERAL CONTRACTOR: CERTIFIED SWPPP INSPECTOR TO SIGN HERE: _r jI //i _ _ BORROW SNE NAME: DISPOSAL SITE NAME: B �...� c O /{ F~ BORROW 51TE ADDRESS: DISPOSAL SITE ADDRESS: BORROW SITE PERMIT HOLDER: DISPOSAL SITE PERMIT HOLDER: VICINITY MAP,USGS QUAD MAP,OPERATION LIME F j _ I SCHEDULE,ALL GENERAL EROSION AND SEDI D: f MENT BORROW SITE PERMIT N0: DISPOSAL SITE PERMIT NO SEQUENCENNOTES ARE ONASHEET 6022 AND EROSION AND SEDIMENTATION CONTROL DETAILS. BORROW SIZE PERMITTING AGENCY: DISPOSAL SITE PERMITTING AGENCY: THE PRESENCE OF GROUNDWATER SHOULD BR 0 f C ( [ / +' ANTICIPATED ON THIS PROJECT.CONTRACTOR'S Z 1) CONTRACTCfi SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE. BID SHALL INCLUDE CONSIDERATION FOR 2) BORROW AND DISPOSAL INFORMATION IS NEEDED FOR SOIL FILL AND SPOIL MATERIALS ONLY. ADDRESSING THIS 1550F 3) CONTRACTOR SHALL STATE'NOT REQUIRED FOR THIS PROJECT"IF ONE OR BOTH ARE NOT REQUIRED FOR PROJECT. L FLOOD ZONE NOTE: Q ,y . W 1�Sr. W. \\ '. ° / LL W ♦•� THE PROPERTY APPEARS TO BE SITUATED IN = afu \ FLOOD ZONE"X"AND FLOOD ZONE"AE", D PURSUANT TO F.EM.A.COMMUNITY PANEL �� z5 E / • ° " NUMBER 270151 0212 E.REVISION DATE `„ D \ `'� NORTH SEPTEMBER 02.2004. \ g=s /�_ w 5a ALL CONTRACTORS MUST CONTACT 9 D / \W PB / . 120 240 GOPHER STATE ONE CALL a 4 • ✓/ SCALE FEET MN TOLL FREE 1-B00-252-1166 ° BEFORE CONSTRUCTION BEGINS fr � TWIN CITY AREA 651-454-0002 . • N\,`♦ a E L W /W \ CONTRACTOR TO COORDINATE PHASING OF WORK m W LL/y '• WITH THE ENGINEER AND/OR OWNER'S - RE PRESENTATIVE. CONTRACTOR SHALL CONTAIN ALL O WHICH INCLUDES NSTORAGE OF MATERIALS AND R TURNING CONTRACTOR E RESPONSIBLE FOR RETURNING ALL AREAS D AFFECTED BY WORK TO z A CONDITION AS MOD AS EXISTING OR BETTER. ooh Uj o E FFE: 855.00 F W W . ON-SITE LIMITS OF DISTURBANCE TO END AT v . . .•• W+ ( NOTE TO CONTRACTOR: THE PROPERTY LINE.REINFORCED SILT FENCE U MAINTAINTRAFFlCFLOWFROIAXERXESTOADJA W AND TREE PROTECTION FENCE TO BE wQm� Q^ 5 B PROPERTIESATALL TMESDURIND CONSTRUCTION. CONSTRUCTED JUST INSIDE THE PROPERTY LINE adz UO CONSTRUCTIONPHASESIGNAGE.BARRIGIDE5.ET0. AND OUTSIDE OF ALL PROPOSED IMPROVEMENTS. - N IPA fr / v W° ° • • \ m c E Y �f ;r %°/ �. W W W W W W J` \ '� W W W • \\\\`` S-BE UTILD ED PER MNDOTAND CITY REOUREMENTS. %q.m SITE FEATURES G F J B o '� • DIRECTION OF OVERLAND FLOW � T, r' W 1• •.. ° �J . \� NOTE TO CONTRACTOR: PROPERTY LINE o m g { + • .. ..W v/ v v v \ NO WORK SHALL BE PERFORMED ON THE SEARS mmmmsmmmmm° PROPOSED LIMITS OF DISTURBANCE Q Q PROPERTY OR THEIR UTILITY SERVICES WITHOUT PIROR WI Z m WRITTEN APPRONALFROMTHERESPECTVEPROPERtt w OYNJER AND 0IITUN DEVELOPMIEM COMPANY. EXISTING BUILDING N O m a ° \ / EXISTING CONTOURS < PS PROPOSED CONTOURS H C14 LLI t •_ - •. = EROSION D ETAILS U) K. \ SWPPP INFORMATION SIGN Q O T CONTRACTaR TO ALLOW ACCESS Tl>/ LL ® IPA AREA INLET PROTECTION SEDIMENT CONTROL 1 � LA FlTNE 1RASH ENCLOSUR Y O Q IPC ALL 11 D RING CONS TON Z Q i SILT FENCE INLET PROTECTION z Z J l v BR -7 ® PC CURB INLET PROTECTION SEDIMENT CONTROL O W v cR / CONSTRUCTION EXIT O .gym, -� EXISTING REINFORCED SILT FENCE PR FILTREXX SEDIMENT CONTROL "NO CONSTRUCTION TRAFFIC"SIGN c I m ' CONSTRUCTION FENCE / / ,' // " ",..-+-�`"i i i '� A ° �� \ --- �O PERVIOUS AREA(REF.LANDSCAPE PLAN) '^ N ARCHITECTURAL APRON a ° I \ � U z Lv / - ....� m -� ACREAGE PROJECT ~ETOBp ILO O (TC EAWARTER ACRE. RAERMIT) � TOTAL PROJECT AREA 81.00 `U/ (w) � /f ON-SITE DISTURBED AREA 53.50 11 1 ` \ ON-SITE DISTURBED AREA(BUILDING B) 1.25 W Z L c \ \ _/ \` - OFF-SITE DISTURBED AREA 0.25 ' • J Q �\ __- TOTAL DISTURBED AREA MUST MATCH N01 54.]5 U Q r i - IMPERVIOUS AREA AT COMPLETION 42 75 O O PERVIOUS/SEEDED AREA AT COMPLETION 12.00 LL j �x ooh / H % ACREAGE LL j \ SUMMARY – L) �� BUILDING B — z (TO NEAREST WARTER ACRE. GENERAL PERMIT) Iyaj \ E.PEP MN GEN '^ M /ii / I \ TOTAL PROJECT AREA 81.00 V/ W f ON-SITE DISTURBED AREA 1.25 OFF-SITE DISTURBED AREA D.25 OATS s / �->'� ' \\\ TOTAL DISTURBED AREA 1.50 06/04/2014 ° • / ! - \ IMPERVIOUS AREA AT COMPLETION 1.00 S '° '-" PROJECT NO. PERVIOUS/SEEDED AREA AT COMPLETION 0.50 160633001 SHEET NUMBER N / 6021 i I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 16 I 17 I 18 I 19 I 20 ED THE FRE—E OF R.—TER SNOULD BE ED A 6 - i � 0 P`INAA�LLTIDNCiu PON o F"m°er°,cc`OxE w E./ o p 2/ric aPUN BY BRAUN ° Bou REMEN- NORTH ALL CONTRACTORS MUST CONTACT jpZ / J GOPHER STATE CALL ONE r L. �C`, / ! .f,�C ��p MN TOLL FREE 1-800-252-1166 0 20 40 J/J' BEFORE CONSTRUCTION BEGINS TWIN CITY AREA 651-454-DOD2 i B - ; // � 1 �1 _ �\~\\ c�py SCALE FEET vc ALj �C71� \.F. / SZ/t • x..- \ ALERT TO CONTRACTOR: ILI _ Q �'=Y y �qT�(n�,,G �!' / ;� t L ! sscEC nc caeEAT cr sH.0.eLT OR olcTm THE 2 ATLCNOE L�0/ORSUTUtt A"I//ore ccrenF CATIONS re[WIaEo o � `m J,1/) PHRNORIED PRURroCONTRACT CaePieTON�AND THE FINAL c O r C 2 CB, REMOVE EX15TI TREE /CP�/ • �Y '-�_� B Z 3 0 CT ONSTTRUC ION, ANY oAn°1AGE PROR" w P ,� / 3 1. \L� ~ �;-``f Ct\, /U - EEs o Bu6i ERBR`IACB0N1RACTCas kN "l `UCTON SHALL r T N.2'FIN�c\CL• --..... / � Ns6uTY TO PROTECT EXISTING STORM TYP. �` .��,4 D \ ( ) HE suewRFACE unuTr NFORMAnON IN THIS PLAN s UTILITY DUALITY LEVEL D THIS QUALITY LEVEL WAS DETERMNED ACCORDNG . TO THE GUIDELINES OF CI/ASCE 38 DZ ENTITLED-STANDARD GUIDELINES FOR THE COLLECTOR AND DEPICTOR OF EXISTING SUBSURFACE UTILITY V/ D ul Y \\ ' DATA'. ¢y' v1rL � \ ` THE EXACT LOCATION Of UNDERGROUND U IUDES SHOWN IN THIS PLAN °C SET ARE UNKNDWN THE CUNTRACTOR SHALL CONTACT GOPHER STATE BN ONE PRIOR TO STARTING ANY EXCAVATOR THE CORI IS a A ENACT LOCATION OF UT_�ES_X`R TO WYMQ1-.NTH REMOVE EXISTING LIGHT POLE : ANY GOPHER STATE ONE CALL SYSTEM .......1-BOO-252-1166 a E // TINS / VERIFY EXISTING DRY UTILITY LOCATION- � \ \ \� °�^" DEMOLITION NOTES: z i - / PROTECT THROUGHOUT CONSTRUCTION(TYP.) \: : \ \. (� �� \ L� N.I.C. 1. AN NPOES PERMIT WAS OBTAINED BY THE DEVELDPER.SITE DEMOLITION SHALL NOT COMMENCE ��d \\ \\` EXISTING LA FITNESS UNTIL THE APPROPRIATE BMP'S ARE CONSTRUCTED AND SUBSEQUENTLY APPROVED BY THE a�Zp REMOVE EXISTING TREES !`- p5\ A/ \ wv w \F 2. ME CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION,REMOVAL AND DISPOSAL(IN A 0- / . \ LOCATION APPROVED BY ALL GOVERNING AUTHORITIES)OF ALL STRUCTURES,PADS,WALLS, J 0 FLUMES,FOUNDATIONS.PARKING,DRIVES,DRAINAGE,STRUCTURES,UnUTIES,ETC.SUCH THAT �' - THE IMPROVEMENTS SHOWN ON THE PLANS CAN BE CONSTRUCTED.ALL FACILITIES TO BE ooh Q J s REMOVE EXISTING WATER TO 90'BEND `W" �� ¢ m REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS, F o �� / / / \ • 3. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE THAT IS NOT �maJ U z BEING RECYCLED OR OTHERWISE REUSED AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. °� Q� THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND Paz UO r / / / / -\ �` 1✓ DISPOSAL a 6 N UL wz m , �' \ : 4. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL 'l as TIMES.INCLUDING NOT NOT LIMITED TO SEARS.KOHL'S,WALMART,AND DEVELOPER UTILITY REMOVE LANDSCAPE PLANTER u•\ - \ SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE DEVELOPER AND �3yow D COORDINATION WITH ADJACENT PROPERTIES AND THE CITY.m SV'Aii 5 THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE ggo� REMOVAL AND/OR RELOCATION OF UTILI TES.THE CONTRACTOR SHALL COORDINATE WITH THE ¢13iao G E 1 y .r / �>� / \\�\ COMPARES FORCESOANORANY FEESTI'hH CHO ARE WORK O BEIPAID TO THE UTILTY COMPANY EFOR LItt o V U f / REMOVE EXISTING ASPHALT PAVEMENT THEIR SERVICES.THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. ~O}&4 3 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTON OF UTILITY SERVICES TO m m THE EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS THE CONTRACTOR IS TO i ° RESPONSIBLE FOR ALL REQUIRED TEMPORARY UTILITIES NECESSARY DURING CONSTRUCTION. w¢U s , J PROTECT EXISTING WATERLINE 7. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM (REF.DISCOUNT TIRE UTILITY PLAN-6062) THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY.PRIOR TO THE m ° START OF ANY DEMOLITION ACTIVITY,THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES ° H o ;`.' , / ;/ \'�. / k : FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. B. ALL EXISTING SEWERS,PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION,OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE.VERIFY z ISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. s ,/ \ \ i EX GIVE / L NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. �1JY1 \ \ p 9. ELECTRICAL,TELEPHONE.CABLE.WATER,FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO L.L ------------ BE REMOVED OR RELOCATED SHALL BE CDORDINATED WITH THE AFFECTED UTILITY COMPANY. / \\ ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE a / \ Q `\ UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. O CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. PROTECT EXISTING SANITARY(TYP.) �\� 10.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING,BARRICADES. ENCLOSURES,ETC.,(AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES)AS APPROVED \ \ BY THE DEVELOPER.MAINTENANCE OF TRAFFIC FOR OFFSITE WORK SHALL BE THE O \ \ / RESPONSIBILITY OF THE CONTRACTOR AND IN ACCORDANCE WITH THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MN MUTCD).INCLUDING THE FIELD MANUAL FOR u PROTECT EXISTING TREES /� `".1 TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. % \ REMOVE LANDSCAPE PLANTER,a--- -_ s; 11.CONTINUDUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES w / \ SIDEWALK AND CURB RAMPS. DURING DEMOLITION OF THE EXISTING FACILITIES. REFER TO CONSTRUCTION MANAGEMENT PLAN Q _ . FOR ADDITIONAL INFORMATION. 12.PRIOR TO DEMOLITION OCCURRING.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED WHERE NECESSARY,PER THE EROSIDN CONTROL PLANS AND SPECIFICATIONS. - CONTRACTOR TO REFER TO . // // Y \\ 3.CON MACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT QUIRED \t IS REWIRED AS SHOWN ON THESE NT,ETC.MEN PLANS BUT IF ANY DAMAGE IS INCURRED ON Q DISCOUNT TIRE IMPROVEMENT PLANS ♦ / Q.Jf 11 ANY OF THE SURROUNDING PAVEMENT,ETC.THE CONTRACTOR SHALL BE RESPONSIBLE FOR IYS ~O FOR SHADED AREA (BY OTHERS) . / II DEMOLITION LEGEND REMOVAL AND REPAIR. (� n II 14.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT.AND THE CI'Y Z W / ICI UTILITY DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE ;^ Z / II T, EXISTING LANDSCAPING TO BE REMOVED PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND v/ �/ TIiROUGH ALL PHASES OF CONSTRUCTION.CONTRACTOR WILL BE RESPONSIBLE FOR K E . / y- _ ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY DURING O Lu 2 /CONSTRUCTION.ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE / EXISTING CONCRETE TO BE REMOVED n RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. c p., PROTECT ETNSTINi�G T POLE N Z m >0 15.CONTRACTOR TO USE EXTREME CAUTION DURING DEMOLITION OF THE EXISTING STRUCTURE LL EXISTING BITUMINOUS PAVEMENT W ADJACENT TO EXISTING STRUCTURES REMAIN. TO ALL EXISTING CONDITIONS TO U TO BE REMOVED REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. ♦/ � Z FUTURE DEVELOPMENT 16.ALL BITUMINOUS AND CONCRETE PAVEMENTS.WITHIN THE LIMITS OF DISTURBANCE,SHALL BE W Z c \\ 11 /n REMOVED AS INDICATED ON THE PLANS. Q L / \W / X1\ 11" / -- - EXISTING WATERMAN TO REMAIN 21.ALL UTILITIES SHOWN ARE EXISTING UTILITIES. J J T 17 -- V - -- EXISTING SANITARY SEWER TO REMAIN 22.THE CONTRACTOR SHALL ENSURE PROPER SITE DRAINAGE BY UTILIZING TEMPORARY DRAINAGE PIPING ANO OR OTHER MEANS THROUGHOUT DURATION OF PROJECT,UNTIL PROPOSED °c \ --- -- --- EXISTING STORM SEWER TO REMAIN DRAINAGE SYSTEM IS INSTALLED. W 0 m Z w UL; EXISTING UNDERGROUND COMM.TO REMAIN 23.ALL UTILITIES SHALL BE DISCONNECTED PER CITY SPECIFICATIONS BEFORE BUILDING DEMQUTION J O p LL 6 / / /�S' • s\ \ 0 i {'l) --- EXISTING UNDERGROUND ELECTRIC TO REMAIN m S. 24.CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN FOR ALL WORK THAT IMPACTS TRAFFIC Z Z EXISTING GAS MAIN TO REMAIN WITHIN THE RIGHT-OF-WAV. T d l\ 1 z M REMOVE TREE 25.GRAVITY SEWERS TO REMAIN SHALL BE BULKHEADED WHERE EXISTING CONNECTIONS ARE Z � y V REMOVED. SANITARY INVERTS SHALL BE RECONSTRUCTED. W \ / ;y/„ \ V / X UTILITY REMOVAL 26.CONTRACTOR SHALL NOT STOCKPILE OR STORE MATERIAL WITHIN PUBLIC UTILITY EASEMENTS. _ r / 1I • I C \ `� \ /// / CURB REMOVAL • \\ c� ___________________� DATE 7/ \\ \\ 27.TRAFFIC CONTROL SIGNING AND DEVICES SHALL CONFORM TO THE MINNESOTA MANUAL ON S � \ i^ \`\ `V—�X, \\\\ �k�t` \ .—� ■— FULL DEPTH SAW CUT UNIFORM TRAFFIC CONTROL DEVICES(MN MUTCD). 06/04/2074 LIMITS OF DISTURBANCE 28.ALL TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THE MN MUTCD FIELD MANUAL FOR PROJECT NO. TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. 160633001 PROPERTY LINE 29.CONTRACTOR SHALL NOTIFY CITY AT LEAST 24 HOURS PRIOR TO COMMENCING ANY WORK ON SHEET NUMBER E NOTE:ALL UTILITIES SHOWN ARE EXISTING UTILITIES. PUBLIC UTILITIES. 6�„O N 3 s 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 16 I 17 I 18 I 19 ( 20 r m 1 I A Q 0 I I �' I NORTH o � 0 20 40 o B ;r SCALE FEET z > - a i i - J C C EXISTING MONUMENT SIGN 10'D8U E�S•JfJ�I_ENT T ENCLOSUR€�REFERENCE SITE PLAN NOTES O =� „R .P 1. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. -N / gb 2. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER.CONCRETE AND PAVEMENT TO EXISTING IN GRADE AND AUGNMENT. 3. £Nql! E / _ \ \ WYE �••� / CONTRACTOR SHALL REMOVE EXISTING PAVEMENT AND CONCRETE IN ACCORDANCE :r .; \\ �.�r�r• /a .l'' PATH SPECIFICATION O S cu ym f J / \ ~} L\ 4. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN y ' ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. e� 0 5. CONTRACTOR SHALL REFER H ARCHITECTURAL PLANS FOR ACTUAL BUILDING AND SIDEWALK DIMENSIONS.PORCH AND RAMP LOCATIONS. / BUILDING B PAVING LIMITS. �T J / 6. GENERAL CONTRACTOR I,TO COORDINATE REL APPROPRIATE UTILITY COMPANIES CONTRACTOR TO MATCH-IN PRIOR TO CONSTRUCTION,ADJUSTMENT OR RELOCATION OF EXISTING UTILITIES AS C NNECT TO EXISTING DESIGNATED ON PLANS, a S�EWALK / LDING SETBACK \\ / TO LA FITNESS PAVING w 7. CONTRACTOR SHALL PROVIDE PIPE BOLLARDS FOR PROTECTION OF ALL ABOVE N E ,, \ / GROUND UTUTIES AND APPURTENANCES IN DRIVE AREAS. z J \ N.I.C. e. CONTRACTOR SHALL REFER TO DUTY ENTRANCES, PLANS AND SPECIFICATIONS FOR J / EXISTING LA FITNESS ACTUAL LOCATION OF ALL FIRE ENTRANCES.TO INCLUDE.SANITARY SEWER >wo RE/ BOARD \ '\� - LATERALS,DOMESTIC AND FIRE PROTECTION WRIER SERVICE.ELECTRICAL NATURAL OF GAS AND TELEPHONE SERVICE. CONTRACTOR SHALL COORDINATE INSTALLATION OF ww� w �i UTUTIES IN SUCH A MANNER AS N AVOID CONFLICTS ER TS AND ASSURE PRO d J I / DEPTIiS ARE ACHIEVED,AS WELL AS COORDINATE WITH ANY UTILITY COMPANIES S4� I / / FOR gPPROVED LOCATIONS AND SCHEDVUNG OF TIE-INS/CONNECTIONS TO THEIR o w r J i 6 FACILITIES. o a? ` / I / STRIPING LEGEND 9. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE CONSTRUCTED draw d z \ / 1 \ �Zp 4 / � 4"-SINGLE WHITE SOLID LINE TO SAME �maz ti I P.) 10.CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING <� FFE: 855.50 / SWDL 4"-SING E WHI E DASHED NE-10:40 CYCLE ITEM DURING CONSTRUCTION.SUCH A5,BUT NOT UNITED TO,DRAINAGE.UT LIPES, a � UO PAVEMENT.STRIPING,CURB,ETC.REPAIRS SHALL BE EQUAL M.OR BETTER THAN, 4"-DOUBLE YELLOW SOLID UNE EzISTING CONDITIONS. CONTRACTOR 15 RESPONSIBLE TO DOCUMENT ALL EXISTING W°w DAMAGE AND NOTIFY CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION START. Frcz B 4"SINGLE YELLOW SOLID LINE Naafi 1p 11.CONTRACTOR SHALL TOUCH-UP PAINT AS NECESSARY ON ALL LIGHT POLE BASES, ;°ow O 4"-SINGLE YELLOW DASHED LINE-10.40 CYCLE FIRE HYDRANTS AND CURBS WHICH ARE CURRENTLY PAINTED AND WITHIN THE ��SNi UMITS OF THE FOOD COURT IMPROVEMENTS. COST SHALL BE INCLUDED IN THE 15�� o -J;' / e \ \ / BASE BID. gwwrcw a J ,�pp±± CONTRACTOR TO REMOVE OR RELOCATE,WHEN APPLICABLE ALL EXISTING G E J 'A71 / \ �\ BUILDINGS,FOUNDATIONS.BASEMENTS,CONNECTING IMPROVEMENTS,DRAIN PIPES. D U V �• TYP.) THE PRESENCE OF GROUNDWATER SHOULD BE o y / SANITARY SEWER PIPES,POWER POLES,AND MY WIRES,WATER METERS AND U U 5 • / / /\ ,' / /� ANTICIPATED ON THIS PROJECT.CONTRACTOR'S WATER RUNES,WE�O SIDEWALK SIGN POLES,UNDERGROUND GAS,SEPTIC D TANKS BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE REFERENCE THE ASPHALT, AND NO SHOWN, IN CONSTRUCTION AN WHERE Z m m NEEDED,TO ALLOW FOR NEW CONSTRUCTION AS SHOWN. N W CONSTRUCTION CONTINGENCY PLAN BY BRAUN w Q i \ INIERID DATED 05/27/2011 FOR 14.CONTRACTOR SHALL FOLLOW ALL LOCAL,STATE AND FEDERAL REGULATIONS IN / (TYP.) GROUNDWA ER DEWATERING REQUIREMENTS. DISPOSING OF DEMOUSHED MATERIALS REMOVED FROM THIS SITE. 15 ALL PAINT USED FOR PARKING STRIPING SHALL BE PER CITY OF BROOKLYN CENTER \ � SPECIFICATIONS. 10' U EASEMENT \' H / 16.DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. ALL CONTRACTORS MUST CONTACT 17.CONTRACTOR TO REFER N LANDSCAPING AND IRRIGATION PLAN FOR RELOCATIONS Ll GOPHER STATE CALL ONE AND ADDITIONS. ✓� MN TOLL FREE 1-800-252-1166 < / 19.PLANS SUBMITTED FOR PERMITTING SHALL MEET THE CITY'S CODES AND ALL BEFORE CONSTRUCTION BEGINS TWIN CITY AREA 651-454-0002 APPLICABLE BUILDING CODES IN EFFECT AT THE TIME. i LLSS \ ` 20.ALL PARKING ISLAND OUTSIDE CURBED RADII ARE TO BE 10'.INSIDE RADII TO BE \ 3'.UNLESS OTHERWISE NOTED. Q SITE LEGEND PEDESTRIAN CROSSWALK 6'WIDE UNLESS OTHERWISE NOTED. ACCESSIBLE PARKING SPACE(TYP.)PER FEDERAL ADA STANDARDS(2010) _ AND MINNESOTA STATE BUILDING CODE(2007). BUILDING@• PAVING LIMITS '' \ ° '� � O PAINTED DIRECTIONAL ARROW(TYP.) SYMBOL LEGEND: i CONTRACTO TIZ MATCH IN j - TO DISCOUNT TI FE PAVING-' � ��,\ � �'. \\,� ;' DO NOT ENTER sla+3o X3G"(RS-1) PROPERTY LINE U 0 90'STANDARD PARKING SPACE DIMENSION 9'X18 (TYP.)-SWSL/4" ♦.� i PROPOSED LIGHT POLE SEE LIGHTING o N / \ �\ PLAN FOR FIXTURE LEGEND v / ` i i' i" - LL \ �\ OEXIT PORCH.SEE AND/DR PLANS FOR REQUIRED.SIZE.ED.LOCATION FOR ♦ PROPOSED PEDESTRIAN-LEVEL LIGHTING(SEE m / i ' A•N.I.C. c V STOOPS,STAIRS ANO/OR RAMPS THAT MAY BE REOU RED. UGHTING PLAN FOR FlXUTRE LEGEND) i GDN TRAC TOR TO REFER TO ��...,. ' .' /// , A 1'II ©LIGHT POLE.SEE UGHTING PLAN AND DETAIL SHEET. --r\\Y EXISTING LIGHT POLE Q �r / DISCOUNT TIRE IMPROVEMENT PLANS ,D EXISTING LIGHT \ IIID o i " �I - H PROPOSED TYPE MADOT B616 CURB. FOR SHADVD AREA lBY OTHERS) POLE TO REMAIN.O C STANDARD PARKING STALL (� w PROPOSED CONCRETE SIDWALK.ALL SIDEWALKS 6'WIDE UNLESS NOTED Z Z OTHERWISE.SEE DETAIL SHEET. ® PROPOSED PARKING SPACES(SWSL) — Z 0 K ADA CURB RAMP. .� FIRE HYDRANT.SEE UTIUTY PLAN AND DETAILS. / ' / / y i Y—= _ O CONCRETE TRANSFORMER PAD.REFER TO UTILITY PLAN,SHEET 6060. ® PEDESTRIAN CURB RAMP.SEE DETAIL QN W LL i ; J / / i / 10' MEIN _ ® ADA STRIPING U Z �m11'TT / - PROPOSED CURB W V Z_ s / \ �.,•'` _...-..-_ 4 .._____._...__ FUTURE DEVELOPMENT W / Z BUILDING PAVINGLIMTTS L CON RACT R TO MATCH-V N PAVEMENT HATCH LEGEND: � T [1V6AISLE PAYING W O\'� m PROPOSED REGULAR DUN ASPHALT Q z O i ;3 \ v i P - •' \ 1 \� \ PROPOSED HEAVY DUTY ASPHALT Z PROPOSED CONCRETE SIDEWALK W M w SITE DATA TABLE mm DATE BIALgNG DESIGNATION LOT,BLOCK LOTAREA BUILDING PARKING PROVIDED -A 06/04/2014 LOT 1,fA.00N 1- B 4TH ADDITION 1.13ACRES 6.8T39QFT. 326PACE6 aso PROJECT NO. S 160633DO1 SHEET NUMBER N 6040 1 I 2 I 3 I 4 I 5 I 6 7 I 8 9 10 I 11 I 12 I 13 I 14 I 16 I 17 I 18 I 19 I 20 r m LEGEND A / THE PRESENCE OF GROUNDWATER SHOULD BE NTURE DEVELOPMENT p ��� ANTICIPATED ON THIS PROJECT.CONTRACTOR'S c NORTH �� BID SHALL INCLUDE CONSIDERATION FOR EXISTING DRAINAGE AND UTILITY EASEMENT ADDRESSING THIS ISSUE.REFERENCE THE OMITS OF DISTURBANCE CONSTRUCTION CONTINGENCY PLAN BY BRAUN INTERTEC DATED 05/27/2011 FOR IIIII E 1 PROPERTY LINE` -� -- GROUNDWATER DEWATERING REQUIREMENTS. T 0 20 40 _ _ EXISTING CONTOURS / ALL CDNTRACTDRS MUST CONTACT / ' ! ; CAL FEET PROPOSED CONTOURS GOPHER STATE CALL ONE o r B • /! , ~ - �_� PROPOSED PRIVATE STORM SEWER MN TOLL FREE 1-800-252-1166 BEFORE CONSTRUCTION BEGINS f (N { \\ ________ PROPOSED PRIVATE e'PERFORATED PVC vlvE TWIN CITY AREA 651-454-0002 PROPOSED STORM SEWER INLET CONTR1 ACTOR TO PROVIDE J� o PROPOSED STORM SEWER MANHOLE / / \.�j I ,1,:, ! SOURCE TO DRAINAGE PROPOSED FLARED END SECTION ALERT TO CONTRACTOR: \ STRUCTURE AT MINIMUM 17. . . / L� t / �( PROPOSED RIP RAP ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,AN.NAL JUST RIM REVATON 97 \ EXISTING STORM SEWER MANHOLE PIROJECT COOL.IMENTSFNAL GRADING)BY THE MILESTONE DATE IN Z.11 C �l 1 OF1 EXISTING$TRUCK ° \\\ y EXISTING STORM SEWER INLET C -��/ / -a-->- EXISTING STORM SEWER WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET O Ya / J \ EOF� EMERGENCY OVERFLOW AND ELEVATION WEATHER,PROVIDE ADEQUATE DEWATERING.DRAINAGE AND k� 1 J SD226 EX X XX GROUNDWATER MANAGEMENT TO CONTROL MOISTURE OF SOILS.REFER T = E r ` \ \ V \ -,•� DIRECTION OF OVERLAND FLOW TO THE PROJECT SPECIFICATIONS. i liu / 113A@53.72 HP HIGH PUNT PAVING,GRADING,AND DRAINAGE NOTES: ;i D E \ / ' \ `\\ LP LOW PUNT 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE.UTUTES \ `�\ ARE TO BE REMOVED TO THE RIGHT-OF-WAY. I� / \ \ ME MATCH EXISTING � d 2. THE CONTRACTOR 15 SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATOR OF EXISTING UnUTES AS SHOWN ON THESE PLANS IS BASED ON /�D /// \ TC TOP OF CURB RECORDS OF THE VARIOUS UTLITY COMPANIES,AND WHERE POSSIBLE.MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION 15 NOT TO BE RELIED ON A5\ \ \ BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST]2 HOURS BEFORE ANY EXCAVATION TO REQUEST FAQERS AT MIN.1{ \ 85435 EXACT FIELD LOCATION OF UTILITIES.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFUCT WITH THE P.)CONTF;ACTO ;'PRO E 3'OURB CUT FOR PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. K IN U 0 5' 854 ' / \ pRO ED DRAINAGE SWALE \R OR ER \ . ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. THAN 5'OF C VEW.' t / \ 6 \ �, 4. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS ORION.a 5. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:(SEE MASTER SITE SPECIFICATIONS SECTION 02630 FOR ALLOWED MATERIALS.CEC TO LIST �U E Ap 8542 SPECIFIC PIPE MATERIALS ON THIS PLAN IF REWIRED) /yL TYPE I: RCP.CLASS III PER ASYM C-76.WITH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS. �m r N.I.C. TYPE II: HIGH DENSITY POLYETHYLENE PIPE(HDPE)SMOOTH INTERIOR/ANNULAR EXTERIOR:AASHTO DESIGNATION M252 TYPE S,M 294 TYPE 5 AND amoo `F EXISTING LA FITNESS MP7-97 TYPE S.ONLY PERMITTED WHEN SPECIFICALLY INDICATED ON CONSTRUCTION DRAWINGS.PIPE SHALL BE INSTALLED IN ACCORDANCE �N WITH PIPE MANUFACTURER'S INSTALLATION GUIDELINES FOR CULVERT STORM DRAINAGE APPUCATONS. TYPE III: PVC.RATED FOR SDR 35 OR PER LOCAL CODE(DOWNSPOUT/ROOFDRAIN COLLECTION SYSTEM ONLY). 51 o� d ME 664,38 / 1`\ 1854 \'\� \.,.,\ 6. EXISTING PIPES AND STRUCTURES i0 BE GLEANED OUT TO REMOVE ALL SILT AND DEBRIS. € Z U L " \ • \ ]. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. aa� R / 11 855.00 �'` - ..FY \\\ • \` `: 8. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. F ! h, �Ta? U i 854.50 ` 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE orb Na FfE: 855.00 THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. ?QLU UO f / / •` / / 854.6 \ \ >� LN 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GRW TED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. �a GNaWd ! •i/ / `�.. / \, \ 11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT,AND SHALL HAVE TRAFFIC BEARING RING AND COVERS MANHOLES IN UNPAVED AREAS SHALL BE 6"ABOVE FINISH GRADE.UDS SHALL BE LABELED"STORM SEWER". yi Nmw p ;..1 mr5�z (1�I° 854.35 \ • \ 12 THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS WTINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.O E.S.PERMIT FOR STORM u ! °J.Y �IJ`' \ . �\ WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITES AND THE WALMART SPECIAL CONDITIONS.SECTION 8,ENVIRDNMENTAL COMPUANCE AND STORM wa6o L" WATER POLLUTION PREVENTION. THIS APPLIES TO WALMART BUILT PROJECTS ONLY. rc ao 0 G E / �' I.. / / �S 13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMWTH FIT AND CONTINUOUS GRADE. 881.35 U U / 14. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. -4..` ,_✓ 855.00 JP\ 853. \J� \. \\\ 15. TOPGGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS III SHOWN ON THE PLANS,WITHOUT EXCEPTION,THEN THE CONTRACTOR SHALL SUPPLY,AT THEIR EXPENSE,A TOPOGRAPHIC SURVEY BY A REGISTERED LAND z y o zm rc SURVEYOR TO THE OWNER FOR REVIEW. a Q a 854, 16. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR SHALL APPLY STABILIZATION BLANKET TO 36 m U / , / v w rc i o i v1 0 o v ^ �� � \ ,'v CONTRACTOR TU MATCH \ \ ALL SLOPES 3N:iV OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND a \ \ OF VEGETATION IS OBTAINED. CONTRACTOIIFTO H MA ISCW ATIONS � ^ / \ \ j � 1]. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 18. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. L p�•� \ V \ PAVEMENT ON FIT NESS�/ PAVEMEN S(GYP.) 19. CONTRACTOR TO FLUSH AND VACUUM ENTIRE ON-SITE STORMWATER SYSTEM UPON COMPLETION OF PROPOSED WORK AS REQUIRED. 6 / `� "\ # 'N \ \ / �/ 20. CONTRACTOR SHALL EXCAVATE EXISTNG PAVEMENT/SIDEWALK AREAS THAT ARE TO BE LANDSCAPED A MINIMUM OF 30"OR AS DEEP AS NECESSARY i0 ENSURE ALL STONE BASE PAVEMENT MATERIAL IS REMOVED(WHICHEVER IS GREATER)AND BACKRUL WITH CLEAN/DRAINING SAND TO WITHIN 4"OF TOP OF Z / CURB TO ENSURE PROPER SOIL FOR PLANT MATERIALS. 21. CONTRACTOR TO REVIEW DNR AND MPCA DEWATERING PERMIT REQUIREMENTS AND SHALL OBTAIN PERMIT IF REQUIRED FOR SITE CONDITIONS. i \ / l \ :ess.os "1 / A Lu -'' \ , 22. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED RS. SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. Z 23. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS. Q e / / / THE CONTRACTOR SHALL AS SAN�UT EXISTING ING FULL DEPTH GE PAVEMENT FOR A SMOOTH CONTRACTOR TO MATCH DISCOUNT ,. \\ \ -c'4� /\ / // \ \ 'I^ / 24 MERE MINT THE PAVEMENT WITH AND DEPTH OF MATERIAL AS EXISTING Oft AS INDICATED. s SIRE ELEVATIONS(NP) - 9' /' �// \ I N Q LP:JS5265 /• % LL �� �/ \ \ `' / 25. WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT.THE CONTRACTOR SHALL SAWCUT THE FULL DEPTH H EXISTING PAVEMENT FOR A SMOOTH AND t � � ��� STRAIGHT JOINT AND MATCH THE EXISTING PAVEMENT ELEVATION WITH THE PROPOSED PAVEMENT UNLESS OTHERWISE INDICATED. V Q / I 26. FIELD DENSITY TESTS SHALL BE TAKEN IC INTERVALS IN RECURRENCE WITH THE IN AGREEMENT,AND LOCAL STRINGENT T SHA AGENCY.IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT,THE MOST STRINGENT SHALL GOVERN. _ 27. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT OVER-COMPACTED AND DO NOT CONTAIN ROAD BASE 14.1.C. O. ��, / r`' />. MATERIALS.THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND SHALL BE C ~ j��l /_`J�'�// I •/� ' %�� \`` / PROPERLY DISPOSED OF IN A LEGAL MANNER. �\ DISCOUONTRTI E/I PRO(VEMENT PLAS f"' // ' /./�NTRAC 0R TO M\CN\ �i 28. HE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORMWA ER PIPING PER SPECIFICATIONS* O FOR SHADE AREA 8Y OTHERS)-_ / �' �R� 1 �_//� 29. SEE ARCH PLANS FOR LOCATION OF DETECTABLE WARNING AT FRONT SIDEWALK. V In `�'/ / .\ i ASPHALT ELEVATIONS ALONG 30, ALL INLETS SHALL HAVE BICYCLE SAFE GRATES. z o \ / / ,,,� "` `"" - ETGS G DRIVEWAY \ z t y�� L / - �' '{ \� ' S 31. ALL MATERIALS AND CONSTRUCTION WITHIN THE MNDOT AND HENNEPIN COUNTY RIGHT-OF-WAY SHALL CONFORM TO THE LATEST MNDOT DESIGN STANDARDS �/ K c^ ! '\ \„ -- .�Y^ f �\;F . /�\ // T \ ;; \\ AND LATEST STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. U) W E / S /� '��-�" l✓ i -� / " �{ '' 32. ALL SPOT ELEVATONS/CONTOURS ARE TO PAVED FINISHED GRADE AT FLOWLINE UNLESS OTHERWISE NOTED. 0N r 33. INSTALL DOWNSPOUT/ROOFDRAIN WITH PIPE MATERIALS AS SHOWN ON PLANS(MINIMUM SLOPE=1.0%UNLESS NOTED OTHERWISE).CONNECTIONS TO STORM /LL m j \ / / �' 7/•+ ' r -\ / SEWER MAIN MUST BE MADE THROUGH A PREFABRICATED WYE OR WITHIN A STRUCTURE. U LLI 'n \ /` V \ i l/ / � \\ ! 1 / \A 34. CONNECT TO DOWNSPOUTS/RDOFDRAINS FROM THE BUILDING.LATERALS TO BE INSTALLED AFTER EXITING THE BUILDING(5 MINIMUM COVER i0 TOP OF PIPE). Y v a _/•j/ / "� / �. -/ '�`r / �• PROVIDE 3"THICK STYROFOAM INSULATION OVER LATERALS IN AREAS OF LESS THAN 5'OF COVER TO TOP OF PIPE, REFERENCE ARCH.PLANS FOR INTERNAL W DOWNSPOUT/ROOFDRAIN CONNECTION. DRAINAGE SCHEDULE U } \\" `• / CASTING TYPE ELEVATION SIZE SLOPE ELEVATION SIZE SLIDPE NOTES J D m z \ ( FOUNDATION SUBSURFACE PREPARATION STRUCTURE STRUCTURE RIM/GRATE N0. TYPE ELEVATION IN IN IN OUT OUT OUT Q OV SHINGLE CREEK CROSSING, BROOKLYN CENTER, HENNEPIN COUNTY, MINNESOTA SD49(EX) MH R-1733-B 853.538 NE 845.53 15" 1.00% S 845.53 15" 1.50% A Z m z NE 850.13 18" 0.508 W SD228(EX) MH R-1733-B 854.678 BE 850.13 18" O.SDS A .• 1 W 850.13 12" 1.00% z M SD49 EX / CONSIDERED FREDC TO OF OTHERWISE IN FE RAW NESEATM/O RDSPECEFICATODT EEUMITS IOF THIS SUBSURFACE PREPARATION ARE (n z ` - T_ B 5 ET BE THE BU LD NG AREAS AND APPURTENANCES. ^ �..�' 51 DIRECTLY Y N A N Y SD400 GRATE R-1878-8]G 855.833 E 850.63 12" 1.00% B W 2 ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB AND BASE. REFERENCE THE ARCHITECTURAL AND STRUCTURAL SD401 CB R-3067-T48 652650 NW 846.96 72" LOOS SW 846.96 IS" LOOS B DRAWINGS FOR REWIRED SLAB THICKNESS. THE BASE MATERIAL SHALL CONFORM TO MN/DOT SPECIFICATION 3138 CLASS 5 GRADATON. NO DATE MATERIALS CONTAINING RECYCLED BITUMINOUS SHALL BE PLACED BENEATH THE FLOOR SLAB. SD402 CB R-3067-T46 853.052 NW 847.47 12" LOOS BE 847.47 72" LOOS 06/04/2014 REMOVE SURFACE VEGETATION,TOPSOIL SURFACE VEGETATION.ROOT SYSTEMS,MATERIALS WITH AN ORGANIC CONTENT GREATER THAN 3 PERCENT SD403 CB R-3067-T48 853.596 SE 848.09 12" 1.00% PROJECT NO. $ AND WET AND SOFT SOILS FROM THE BUILDING AREA,SURFACE COMPACT FILL AT LEAST 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY ,y. p��EXISTING CASTING WITH KEENER R-7733-B 160633001 DENSITY. PROGFROUL EXPOSED SUBGRADE. REMOVE AND REPLACE UNSUITABLE AREAS WITH SUITABLE MATERIAL SUBGRADE MATERIAL SHALL BE B:CONNECT XI EXISTING STRUCTURE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AS SPECIFIED IN THE EARTHWORK SPECIFICATIONS. SHEET NUMBER E N o 6050 1 I 2 I 3 I 4 I 5 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 16 I 17 I 18 I 19 I 20 EQ m LEGEND FUTURE DEVELOPMENT A ° 1 PROPOSED EASEMENT Q O jPRGPEPrY- NORTH /�/ /� D \caA V I UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC/POwER -GROUND CONDUH n SANITARY SEWER PIPE 0 20 40 8 s / / /5'� •a. - / ,�` -X-+-n-.- PRIVATE r WATER PIPING \/k // L GAS PIPING SCALE FEET 0 D FORCE MAIN S ( /VC aa,,-'`��'s L \ STORM SEWER PIPE VALVE IN 11 A E (MUST 1RgFFlC RATED V PAU£MENT AREAS) In O //{B/ / L V J"' / FlPE HYDRANT P ER C N. RmucER FIRE HYDRANT UTILITY NOTES z POST INDICATOR vgLVE 1. ALL FILL MA-ERIAL IS TO BE IN PLACE,AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. ^ SANITARY SEWER MANNOU : GIFAN-ouT 2. CONTRACTOR SHALL NOTIFY THE ANY EX AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING H ANY EXISTING LINE. SEWER STRUCTIRE T � 3. SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC SDR35 PER ASTM Try.g POWER a P_UG cASETERIE 03034. 4�e�€ e W FEW 4. PRIVATE WATER UNIES SHALL BE AS FOLLOWS UNLESS OTHERWISE SHOWN: R°i / /C Q// yAy / \ / .. PIPE BOLLARD OR DUCTLE PVC, IBM APIPE,PRESSURE OCLASS1350L PER 150 AWWAE C151. 3* /I�� YI F D q! / //' ! /\ SEWER/WATER PLUG SMALLER,EITHER COPPER TUBE TYPE"K"(SOFT)PER ASTM B88 OR PVC, W w TRANSFORMER PAD W BOLLARD PROTECTION $DR21 RATING.W­ PER AWWA C9DO AND ASTM D2241. 1� VG g`� \ ♦ PEDESTRIAN-LEVEL UGHTPOLE AND BASE 5. MINIMUM TRENCH WIDTH SHALL BE 3 FEET ON ALL WATER,SANITARY AND 61 E V o� �i i SINGLE FIXTURE OGHT POLE AND BASE STORM SEWER PIPING.SEE DETAIL SHEET. a� H/ 2 FIXTURE LIGHT PM AND BASE 6. ALL WATER JOINTS THAT REQUIRE HRUST A CHANGE IN DIRECTION ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED OUT IN \ � 3 FIXTURE LIGHT POLE AND BASE SPECIFICATIONS. RAN S. / ® " 9°\ \ SAMTARY SEWER STRUCTURE INDICATOR LEC T ALL UTILITIES SHOULD BE KEPT TEN 10' APART PARALLEL OR WHEN .� g / / 2 / // \ \\ `�� CROSSING 1B"VERTICAL CLEARANCE(OUTSIDE EDGE OF PIPE TO OUTSIDE m m E 1?% / `� CCI` PROPOSED PR VALE LIFT STATION EDGE OF PIPE). z� o N.I.C. IXsnNC GAS PIPING a / / / / $� \ \X\`�1,p0'(�.,1--"` EXISTING LA FITNESS "- IXsn B. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'6"COVER ON ALL of O \\ -.- --. NG STORM SEWER WATERLINES.INSULATION SHALL BE PROVIDED IF THIS IS NOT ACHIEVABLE. j o % \\. / `\�� EXISTING SANITARY SEWER W � \\ � /` ���-��. _ _.. 9. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER ONES,SANITARY \ N`"A \\ ExsnNC uNDERGROUND 11 TRC LINES,STORM LINES AND GAS LINES(EXISTING AND PROPOSED),THE ID 4s / \ \ SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT �gp \ - IXSnNC canMUN ChnoNS LEAST 10 FEET ON BOTH SIDES OF CROSSING,THE WATER LINE SHALL - HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS / I / ,3 \ REQUIRED TO PROVIDE A MINIMUM OF 18'CLEARANCE.MEETING E In��o d J / REQUIREMENTS OF ANSI A2110 OR ANSI 21.11(AWWA C-151)(CLASS 50). UTILITY LEGEND 10, LINES UNDERGROUND SHALL BE INSTALLED.INSPECTED,AS-BUILT LOCATED Isl(IF REQUIRED)AND APPROVED BEFORE BACKFILLING.SANITARY SEWER LATERAL AT MINIMUM 1.D9.SLOPE.COORDINATE WITH 5LF-PRIVATE 6"PVC®1.00% � \ 4 ARCHITECTURAL PLANS. I�.m11. TOPS OF EXISTNG MANHOLES SHALL BE RAISE OR LOWERED AS CAS ENTRY WITH GAS METER.CONTRACTOR RESPONSIBLE FOR INSTALLING NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS,ANDPIPE BOLLARD PROTECTION AT METER.CONTRACTOR SHALL COORDINATE TO BE 6"ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS.A \ WITH GAS COMPANY FOR TYING OF INDIVIDUAL METER. \'}o\ \ \J 12. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY m S�z COMPRESSION STRENGTH AT 3000 P.SI. gE a a \ CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH GAS COMPANY CO-400 \ \ © REGARDING THE SIZE AND INSTALLATION AL GAS SERVICE LINE,THE GAS 13. DRAWINGS MAY NOT SHOW ALL EXISTING UTILITIES. w 4 G E q� CG / / / 6'PRA WF1E-9N00� z \ \ COMP ANY IS RESPONSIBLE FOR THE INSTALLATION OF THE GAS SERVICE Q hao 0 / E -may 4�1-PRIVAt 6 ®1.DOR FROM THE DISTRIBUTION MAIN,UP TO AND INCLUDING THE GAS METER.THE 14. ALL WET UTILITY POINTS OF CONNECTOR SHALL BE VERIFIED BY THE U V mo O/ CONTRACTOR IS REPSONSIBLE FOR ALL GAS SERVICE INSTALLATION AFTER CONTRACTOR PRIOR TO TRENCHING. GRAVITY UTILITY CONNECTIONS SHALL F 3 THE METER. BE POTHOLED OR DIPPED TO VERIFY INVERTS AT POINT OF CONNECTON O m AND ENSURE DESIGN SLOPES PROVIDED ON THE PLANS CAN BE ACHIEVED. 2' / / \ \ 0 \ CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE TELEPHONE WHERE THERE IS A CONFLICT BETWEEN FIELD CONDITIONS AND THE PLANS. N°w 1DLF-PRIVATE f�PPPyyy\\\L�b�\1.00Y \t\ © COMPANY FOR THE INSTALLATION OF TELEPHONE SERVICE.THE THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. Q i Z \ \ `� \ CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL CONDUIT.PULL WIRES. - 3 / 9 \\\ \ 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR EXACT TIE-IN LOCATION AND PULL BOXES SPON51HL PROPERTY LINE TO THE BUILDING ENTRANCE. TELEPHONE COMPANY WILL PULL WIRES FOR TELEPHONE SERVICE. AND SIZE OP ALL UTILITIES. CONTRACTOR SHALL COORDINATE THE TYING OF PROPOSED TELEPHONE 16, CONTRACTOR IS RESPONSIBLE fOR COMPLYING WITH THE SPECIFICATIONS H L�,/ / \ ENTRY TO THE PROPOSED BUILDINGS.ALL PULL BOXES LOCATED IN PAVED / / L\ \, NITARY/�WRTER CROSSIN CO-321 \ \ AREA$SHALL BE H-20 HEAVY DUTY BOXES,CONTRACTOR SHALL BE OF THE LOCAL AUTHORITIES(CITY OF BROOKLYN CENTER OR Cltt /// 3 BOTT OF ANITARY-848.72 RESPONSIBLE FOR VERIFYING THE SIZE AND NUMBER OF CONDUITS ENGINEERS OF MINNESOTA,WHICHEVER IS MORE STRINGENT)WITH 9 OF WATER-845.47 \ `` REQUIRED. REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SANITARY \ \ \ \\ SEWER LINES. r / , "`l,l H \\ Pte'}\ /' ® CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE POWER COMPANY HE CONTRA TOP IS SPECIFICALLY CAUTIONED THAT HE LOCA ON 204 WITH INSTALLATION AND LOCATION OF TRANSFORMER.CONTRACTOR SHALL AND/OR ELEVATION OF EXISTNG UTILITIES AS SHOWN ON THESE PLANS IS Q BE RESPONSIBLE FOR INSTALLATION OF CONCRETE PAD.CONDUIT FROM BASED DN RECORDS OF THE VARIOUS UTILITY COMPANIES.AND WHERE PAD TO BUILDING AND PIPE BOLLARDS AS REQUIRED BY THE POWER POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION IS NOT \� 3 g,\ CO MPANY.CONTRACTOR SHALL COORDINATE SAID WORK WITH POWER TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR J /. ., RIM ELEV O COMPANY. MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS ^ : j \ - NECT TO EXISTING SANITARY TO FINAL GRADE.A N \ `T`�\\ ' S R STUB WITH CLEAN OUT. \ \ \ BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF LL DOMESTIC WATER LINE ENTRY STUB METER AND REDUCED PRESSURE UTILITIES.IT SHALL BE THE RE5PONSI6IUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFUCT WITH THE PROPOSED /'' O BACKFLOW PREVENTER LOCATED INSIDE THE BUILDING.CONTRACTOR SHALL Q ° �- / / "� -• ` \ IMPROVEMENTS SHOWN ON TAE PLANS. S / / / � `., \ b J � BE RESPONSIBLE FOR INSTALLING ANY APPURTENANCES ON THE DOMESTIC LINE SUCH O TRACTOR COORDINATE GATE VALVES,ETC..WHICH MAY BE - u REQUIRED.CONTRACTOR TO COORDINATE WITH CITY OF BROOKLYN CENTER 18. ALL NECESSARY INSPECTORS AND/OR CERTIFICATIONS REQUIRED BY J \� PUBLIC WORK DEPARTMENT.CONTRACTOR SHALL REF.ARCM PLANS FOR CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR _ EXACT LOCATI ONS OF DOMESTIC TER WATER ENTRY,BACKFLOW PREVEN AND TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF D METER. SERVICE / - STORM/SANITARY CROSSIN \ \ \ BOTTOM GF STORM-847.60 , © 6"SPRINKLER STUB-DOUBLE DETECTOR BACKFLOW PREVENTER LOCATED 19. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR TOP DF SANITARY=842.47 ` e \ /i INSIDE THE BUILDNG.CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY INSTALLATION REQUIREMENTS AND SPECIFICATIONS.UMITE 20 DNS SHALL MEET THE CITY OF BROOKLYN CENTER DESIGN r \ AP DO SUE CHECK SPRINKLER LINE PREVENTS,BUT NOT SERIDE5T0 ALL WATER MAIN AND SANITARY SEWER UTILITY EXTENSIONS.REMOVAL WITH S CHECK VALVE,POST INDICATOR VALVE,TAMPER SWITCH,GATE AND STANDARDS. VALVES,ETC.,MEETING LOCAL WATER DEPARTMENT SPECIFICATIONS.REF. STANDARDS. / 1.C' '/ / .^° - \ ARCH.PLR FOR EXACT LOCATION OF SPRINKLER ENTRY AND BACKFLOW 21. DEWATERING SHALL BE PROVIDED BY THE CONTRACTOR IF REQUIRED DUE �A c(. \ � ARCH.PLANS CONTRACTOR TO RytER TO \ //e�W � \ TO SEASDNAL GROUND WATER VARIATIONS.IN ACCORDANCE WITH THE l \: / SPECIFICALD S AND THE MNDNR TEMPORARY WATER APPROPRIATIONS Q DISCOUNT TRF IMPROV&MENT PLANS / GENERAL PERMIT o SHAD AREA 43Y OTHERS) / -"/ N OF %�� 22. CONTRACTOR SHALL COORDINATE WITH THE STORE MANAGER OF \' / `T \ lill DPERATING BUSINESSES.UTILITY COMPANIES AND THE CITY OF BROOKLYN Z Z yA I CENTER TO MAINTAIN UTILITY SERVICE TO OPERATING BUSINESSES AT ALL Z F \ TIMES DURING CONSTRUCTION. K / / / y o \ SANITARY MANHOLE STRUCTURE SCHEDULE 23. D W DAL BEFORE YOU DIG.CALL 1-BOP 252-1166 FOR LOCATION OF / / R UNDERGROUND UTUTIES PRIOR TO ANY CONSTRUCTION. IN THE TWIN CITY O / AS AREA CALL 651-454-0002. INVERT INVERT Q' Z Co STRUCTURE STRUCTURE RIM/GRATE ELEVAl10N ELEVATION 24' TH sITEWORK CONTRACTOR SHALL REFER TO ELECTRICAL PLANS AND f, W NO. TYPE ELEVATION SPECIFICATIONS FOR SITE LIGHTING WIRE AND CONDUIT DESIGN.SEE v l Tl IN OUT PHOTOMETRICS PLAN FOR UGHT POLE AND BASE INFORMATION. U 0 CO-321 co 853.65 NW 848.50 BE 848.40 25. BACKFLOW DEVICES(DDCV AND PRZ ASSEMBLIES)AND METERS ARE LU z \:/F \ LOCATED IN THE INTERIGR OF THE BUILDING.REF.ARCH.PLANS. GO 400 CO 854.92 NW 849.02 SE 848.92 w } L W B41.29 26. ALL UTILITIES ARE PRIVATE UNLESS SPECIFICALLY NO ED AS PUBLIC. J J_ MH 853.53 HE 841.29 SE 841.19 Y NW 848.30 27. ALL UTILITY WORK PERFORMED AND MATERIALS USED SHALL CONFORM TO U THE CITY OF BROOKLYN CENTEIR'S STANDARD SPECIFICATIONS AND J Q co Z DETAILS: . �V? \ 28. ALL WATERMAIN CONNECTIONS TO CITY WAIERMAIN SHALL BE INSPECTED 7 \\ BY CITY PERSONNEL ,T\ m O Z 29. NEW RMAIN RMAIN ER GATE VALVES SHALL BE INSTALLED AT ALL CITY Z Q_ - WATERMAIN SERVICE LOCATIONS. _ O_ 30. ALL SANITARY SEWER CONNECTORS TO CITY MAIN SHALL BE INSPECTED Z BY CITY PERSONNEL. (/) Z M ALL CONTRACTORS MUST CONTACT = SANITARY SEWER BUILDING CONNECTION THE PRESENCE OF GROUNDWATER SHOULD BE w ANTICIPATED CL THIS PROJECT.CONTRACTOR'S GOPHER STATE CALL ONE 31. HYDRANTS SHALL BE LOCATED AT 3Y FROM BACK OF CURB. BID SHALL INCLUDE CONSIDERATION FOR BUILDING DESIGN4TKXJ BULDING FINISHED TE4N ELEVATION ADDRESSING THIS ISSUE.REFERENCE THE MN TOLL FREE 1-800-252-1166 DATE RDOR 32. NEW INVERTS SHALL BE CONSTRUCTED WHERE CONNECTIONS TO EXISTING coNSTRUCnoN CONTINGENCY PLAN BY BRAUN BEFORE CONSTRUCTION BEGINS P SANITARY MAN ARE MADE. D6/04/2014 B 6.6Tl54 FT. B55.o0 649AT INTERTEC DATE OS 27 2011 FOR TWIN CITY AREA 651-454-0002 UBLC S NI OlE E / / .g GROUNDWATER DEWATERING REQUIREMENTS. }}. ALL CONNECTIONS TO EXISTING ATERMAI 4 AND LARGER SHALL USE PROJECT N0. TAPPING MUELLER CO.STAINLESS STEEL TAPPING SLEEVES MODEL H-304. 160633001 SHEET NUMBER N 6060 IF 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 16 I 17 I 18 I 19 I 20 r m A / ' ;j'• ;N O a o zo o z B SCALE FEET 5 S I (r rN qr, `I o C I E i o ? r o SECTION"A-A crxkp rip m�m•,o ww rwapwn� aso ofp • g a Y r EXISTING LA FITNESS �� � � "" °•°•°`"" SECTION'B-B� o mxuare -may % vvC•% �p .• ` "nip �+,ai o<'ar a x�„ t \ _ G TYPICAL LIGHTING POLE BASE DETAIL POLE MOUNTED�ro'_.r GIMERA DETAIL x � " '1, °" / TYPICAL ANCHDR BOLT SPACING RTS N • w�i.-rs rac iaunvry-cw•a�ia•�a•e w m w \ L �snennxn�r.r i Z y t >' U \� PHOTOMETRIC NOTES: � A CAST IN PLACE NNCRETE BASES WILL BE USED FOR U-1 B. SE ESITEDETAILSFORUGHTFOLEANDBASEDETAIL 0 n \� LIGHT POLE BASE FOUNDATIONS. o° ' / �� �_� \ �;••\ li C. REFERTOSITEUGHR ANB NGELECTRICALPIYOTHERS. O m D. LIGHT FIXTURES SHALL BE METAL HALIDE. THE PRESENCE OF GROUNDWATER SHOULD BE E. LIGHT P0LESSWLLL BE 39 FEET TALL,ROUND, / ANTCIFATED ON THIS PROJECT.CONTRACTORS TAPERED.BUCK.STEEL POLESW AFXTUTE O BID SHALL INCLUDE CONSIDERATION REFERENC FOR MOUNTING HEIGHT OF 42 FEET.(REF.CUi SHEET) ADDRESSING N CONTINGENCY ISSUE,REFERENCE THE AUN CONSTEG DAT /27/20 PLAN BY BR GROUND DATED WATERI2011 FOR ,I.G, ` / f.\ / ' - GROUNDWATER DEWATERING REQUIREMENTS i CONTRACTOR TO RIFER TO �� DISCOUNT TIRE IMPROVEMENT PLANS `. '° i' p s j FOR SHAD�D AREA,,tBY OTHERS) // ALL CONTRACTORS MUST CONTACT Z z w it GOPHER STATE CALL ONE K MN TOLL FREE 1-800-252-1166 llf i 2 BEFORE CONSTRUCTION BEGINS O TWIN CITY AREA 651-454-0002 z m 322sf - W LA Fitness L,mi—i-S,h,1,1a LLJ Z Symbol Qty Arrangement Description LLF Lumens/Lamp Arr. Lim. Lumens Arr.Watts Z // V�C�� / I�\ \\ /!j ♦i 1 D1n0 GFR-540-1000-1?N-F 39' POLE 3'949E 0.750 120000 1%3304 2160 ROTATED 2 IN 90 GM-540-1000-PSMJ-F-3HSS 39' POLE 3' BIDE 0.150 120000 94178 2360 U 1 SINGLE GFR-2-1000-PTN-F-3HSS 39' —E 3' BASE O,750 120000 47239 1060 O W z _ - / 90 DEGREES vFfi-540-1 DOD-PSMV-F!9' P.r.LE a•BASE 0.150 12,0,0 259956 3240 -B SINGLE GB-5-100-QIH-F 16' P-E D.79D 9000 5766 129 Z m z \�� / i�/ �n \O\ \\ / ♦ SINGLE u'FF-54 C'-10('O-PSMV-F!9' Pr�LE 3' BASE 0.750 12,000 P.titi52 1080 T W 0 L z M Ex1STING LIGHT z T9 REIN = EXISTING LIGHT SATE /�/ ��` I +\�j / -/-► EXIS•TIN,LIGHT 06/04/2014 ('':' 1 I \ � / 1�1♦� EXISTING LIGHT PROJECT N0. S 160633001 fi EXISTING LIGHT SHEET NUMBER N 6080 1 2 I 3 I 4 I 5 I 6 I 7 ( 8 I 9 I 10 I 11 I 12 I 13 I 14 I 16 I 17 I 18 I 19 I 20 r m LANDSCAPE PLAN NOTES A 1. MULCH ALL DECIDUOUS TREES WITH 3 FOOT DID,MULCH RING AND ALL ao EVERGREEN TREES TO DRIP LINE WITH 4'SHREDDED HARDWOOD MULCH. _ APPLY PRE-EMERGENT HERBICIDE SUCH AS PREEN PRIOR TO MULCH PLACEMENT NORTH 2. SEE LANDSCAPE DETAILS FOR PLANTING BED PREPARATION AND INSTALLATION REQUIREMENTS s /j 3. PLANT MATERIALS SHILLL BE ACQUIRED FROM SOURCES WITHIN HARDINESS ZONES 3 OR 4 0 20 40 B a : /J;" �� /....�.r 4. PAVEMENT SHRUBS AND PERENNIALS A MINIMUM OF 1S'OFF EDGE OF SCALE Z , \2 S, SOD ALL DISTURBED AREAS WITH MINERAL(KENTUCKY N �� - / • / J BLUEGRASS-FESCUE)SOD UNLESS OTHERWISE NOTED. PLACE SOD OVER ly 4'OF TOPSOIL SOD ALL ISLANDS UNLESS NOTED OTHERWISE C.� i • IRRIGATION NOTES _ � 1. ALL TREES,PLANING BEDS,AND TURF AREAS WITHIN THE p C ,:�, y CONSTRUCTION LIMITS TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION Z �''�-'L,-�"��/ SYSTEM UTILIZING THE EIaSINC CONTROLLER,CARNET,AND WATER • ,` SOURCE CURRENT SYSTEM IS A TWO"RE SYSTEM.CONTRACTOR SHALL - \ / INSPECT AND VERIFY THE SOURCE FEED AND LOCATION OF CABINET, CONTROLLER,ISOIATION VALVE,AND ALL OTHER COMPONENTS L NECESSARY TO EXTEND IRRIGATION SYSTEM. 2 USE DRIP COMPONENTS FOR ALL PLANTING BEDS AND TREES AND g" m � / ` �� / _� ✓�� .� SPRAY ALL TURF AREAS- 3. THE CONTRACTOR TO INSTALL AND EXTEND ALL NECESSARY HIRING, e VALVES,HEADS.EMITTERS,PIPING.SLEEVING AND ALL OTHER F z L APPURTENANCES SUCCESSFULLY PROVIDE 1007.COVERAGE FOR D T LANDSCAPING ON THE PROJECT. o l �' • \ t\`/y /LAS \ ` L p ^ s V€ A PROVIDE DESIGN/BUILD SHOP DRAWINGS FOR APPROVAL PRIOR O T YY_• CONSTRUCTING IRRIGATION SYSTEM EXTENSION.THE BASIS OF DESIGN 1 - y /< • FOR THIS SYSTEM SHALL BE THE ADJACENT WALMART.MATCH COMPONENTS AND APPLICATION METHODS o ' o LEGEND E N. � N.I.C. - ° - • i oDa� eu EXISTING LA FITNESS �` - / � / ` • .� y,(��x.. EXISIINO TREES(TO 1EM4I1 E / v.\✓ \ \ EXISTING RAIN GARDEW �6a - s E m . � \ \ _ STIXAIWATER AREA aw � Z F 9 J/ i�J • V B,a aQ o0 FR2 ge PHASE 2 PRELIMINARY PLANT SCHEDULE -z ° �1 ij \ moo o / • SYMBOL QTY COMMON NAME SIZE ROOT G SWAMP WHTE ON( 2.5'CAL. B&B Q = COMMON HACKBERRY 2.E'CAL B&B 19 NEW HORIZONElA1 25CAL B&B \ • - J/ \ `� �� OVERSTORY AURMN BLAZE MAPLE 25"CAL B&B N w m / / • ' \ / . DEgDUg15 SKYLINE HIXJEYLOCUST 2S'ML El. ° � � ORWIMEMAL 6 BIRCH l61NGlE 6TEM) •10 COOT. n • \ C \. DECIDUOUS \ y c m J BALLED & BURLAPPED STOCK a_ 1. SCARIFY SIDES AND BOTTOM OF HOLE W 2. PROCEED WITH CORRECTIVE PRUNING. j o \ Q / 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY / COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT V FLARE IS AT OR UP TO 2"ABOVE THE FINISHED GRADE WITH U) BURLAP AND WIRE BASKET, (IF USED), INTACT. Q 4. SLIT REMAINING TREATED BURLAP AT 6"INTERVALS. Z 5. BACKFILL TO WITHIN APPROXIMATELY 12"OF THE TOP OF THE Q r ROOTBALL I THEN WATER PLANT. REMOVE THE TOP 113 OF J o s✓ THE BASKET OR THE TOP TWO HORIZONTAL RINGS i/ y WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS o ,/ + • "'�-^T�''J _ �� FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. " CONTRAC R TO REFER TO / REMOVE OR CORRECT STEM GIRDLING ROOTS. _ _ DISCOUNT TI IMPROY�MENT PLANS a H FOR SHAD AREA,BY OTHERS) 6. PLUMB AND BACKFlLL NTH PLANING SOIL. (� ° fJ II 7. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS Z z o \ �' ```JJJyyy W • `,"""Ill `gyp 11 AND FILL VOIDS. Z_ K E - J 1 B. BACK FILL VOIDS AND WATER SECOND TIME. (n w S i• / ,% �� -^° "' 9. PLACE MULCH WITHIN 46 HOURS OF THE SECOND WATERING e / UNLESS SOIL MOISTURE IS EXCESSIVE. BALL WIDTH Z MULCH W Z \\ SOD w } 3 " /� i`J• p 4"TOPSOIL U Y z Z m z I w M U) z PLANTING SOIL — ' DATE 06/04/2014 PROJECT NO. a TREE PLANTING DETAIL 160633D01 EA ws SHEET NUMBER N 6100 ARCHITECTURAL CONSORTIUM L.L.C. 901 North Third Street,Suite 220 612.436-4030 Minneapolis,MN 55401 Fax 612-692-9960 I 2 3 4 5 CD 24'-4" 24'-0" 24'-O" GATLIN DEVELOPMENT COMPANY I fli I A II V I III 11 I I I 5A5 —�—�— 11RR*AT10Rp L AI „R UP T L 7 -0 - 20 F IE — -- - -° �-IIIIII I I I I I Mark Revision Issue Date GITY SBMTAL 05-15-14 I I \ rn m I ° I III III II II II II II • � II II I II II I II II I I III III I O r II II � II II I II II I RESTAURANT TENANT TENANT TENANT TENANT SHINGLE CREEK $-102 $-104 I B-1O6 B-168 J ,610 5F 1,583 5F ,68o 5F 1 1,680 5F CROSSING I , II II I II II II II BUILDING B m I I III III II II I I I� 1480 SCC II I I I II BROOKLYN CENTER, MN II I I I I II II I I I I II I III III II EXTERIOR jl I I �I ELEVATIONS 1A Ll FL I MO—MT NUM5ER: 10-IOTA-01 155UED DATE: 05-15-14 DRAM BY: E5 GHMKED 5Y: KA 1 FLOOR PLAN Al Architectural Consortium,L.L.C.2014 ARCHITECTURAL CONSORTIUM L.L.C. 901 North Third Street,Suite 220 6124364030 Minneapolis,MN 55401 Fax 612-692-9960 GATLIN DEVELOPMENT COMPANY I 2 3 4 5 c g A c15'-4" 35'-O" 35'-O" DECORATIVE i LIGHT - SPANDREL 00� FABRIC AWNING 0�� GLASS THIN BRICK -- = - - -- --- - ---- STONE : TENANT VENEER -TE NT- TENANT— - VENEER O REFINISHED WE ly MTL CORNICE ANOD. ALUM. cl N \ STOREFRONT O ❑ Mark RevisionI-Issue Date ` EGORATIVE W/ CLEAR uTrsuEwlrrAL os-IS-la GMU O GLASS GONG. BRICK BASE SOUTH ELEVATION EAST ELEVATION SHINGLE CREEK 6 5 4 3 2 I q g c CROSSING BUILDING B ji 1480 SCC -- a BROOKLYN CENTER MN TE1 -TE ANT - ANOD. ALUM. 5TOREFRONT W/ ANOD. ALUM. O N EXTERIOR SPANDREL -- \ \ 0 N STOREFRONT ❑❑ O GLASS THIS ` `� W/ SPANDREL _ ELEVATIONS ELEVATION �� — OLA55 — DRIVE-THRU WINDOW - TENANT TO I 55UWcT NUMBER 05-159 OI ISSUED DATE: OS-IS-14 CONFIRM EXACT, MODEL, OPENING DRAWN 6Y: ES AND LOCATION c"ECrD er: KA 4 NORTH ELEVATION 3 WEST ELEVATION A2 Architectural Consortium,L.L.C.2014 Drawing name: K:\TWCIDEV\GATLIN DEVELOPMENT\BROOKDALE CENTER\CARD\PHASE 3\Exhibits\Building B Drive Thru\Build'ing B Drive Thru E%hlbitA.dwg 6040 May 30, 2014 10:40am by. christina.larranago e document,1pq er wiU Ue m cepin and deaigna pr aentetl M1<rNn,ae on mntrvment o1 eerwce,is intentled y f.r Ne purpose antl d—for whi.h it was­­d.Reuse of and improper r6—on this dacumenl with.ut written aulM1Orizabon and—p-i.n by—p—i. y—om and Associates.Inc.eball be.4—liability tp KI %—om antl Aeaoclalea, M c— % �O of / i ry—�I_ / I ggSHTG P `` n N IT Y / �] S i 0 r / o M FF1 i/ = J r \ i ! o I / a D / O ' tia / / add t OL lS \\ lo Uc) o o 0 o _ 0 � � 0 M � ° %> o .. .. .. .. �% � rn (y) -j � —1 • 000 O Cy' 00 n r� A D M m \ o SCALE DESIGN ENGINEER: m rn m SHINGLE CREEK CROSSING BUILDING B - DRIVE LUCAS C.PAYJE,P.E. Kimley)))HOI 11 DesICNED 6Y w �m BROOKLYN CENTER, MN MINNESOTA ©,�,�"EY_NGRNAND N THRU EXHIBIT DRAM A55oIST.I.L.o= s G D 51.Y A DDE w 5..5NI �N G.. L N 55. O ? CHECKED BY N pHGNE:85t-605—Ii9I FA%:651-60.5-5118" z HENNEPIN MINNESOTA DATE: rmw.%IBtcY-NDNN.coN Na. REVISIONS DATE BY Dra ing n K:\TWC—LDEV\GATLIN DEVELOPMENT\BROOKDALE CENTER\CADD\PHASE 3\Exhibits\Building B Drive Thru\Building B Drive Thru EAhibitB.dwg 6040 May 30,2014 10:39am by christlna.lar anaga awaopme enl.pether wIN the e.n<pt....... preaentetl h<r�.n mrtrumant.T.ernce,a mtendea Y f,N P vm purP <and aliant Iw whmM1 it waa p p red.Re..e of ooe p—­reboots an tGO document withal wntten aumen:euen antl as pbtl.n by—1­H.-and Aaaocb4>1....hal be 110ility t.—1­H—.na A—I—X. / c- �� T,(nom I. P d oSNTO201,tits) % ON G / . J / / / M M z \ O 9 0 \ o , o � n C , J \ / (` a ' �j o -+ M Q a (D X F- Le 0 0 � O Lfl \ \ Ti i O m 0 \ /✓ Z N p \ Crl 0 Cy) v 000 0 0 00 (n ^ o \J D m F— z m p o A x � m SCALE DE—ENGINEER: - -- - oo wo SHINGLE CREEK CROSSING BUILDING B - DRIVE DESIGNED BY wcns C.PAme,P.E. Kimley»)Horn - = W N BROOKLYN CENTER, MN MINNESOTA REGIS RATA NMBER: Nbbi W A ORAMN BY ©H30a9 KIMLEr-HON%AND ASSOg'T.P.INC. o= a THRU QUEUE EXHIBIT 55°°NI RKO„E°�_ ;s;°FA,�ss,_6-516 CHECKED BY HMLEV-HORNCW a HENNEPIN MINNESOTA DATE: No. REVISIONS DATE BY