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HomeMy WebLinkAbout2013 10-30 PCP Ciiyuf BROOKLYN CENTER PLANNING COMMISSION AGENDA CITY OF BROOKLYN CENTER October 30,2013 1. Call to Order: 7:00 PM 2. Roll Call 3. Approval of Minutes—October 17,2013 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. 2013-020 Property Addresses: 1300 Shingle Creek Crossing Consideration of a Site and Building Plan of the former Brookdale Mall Food Court area, proposing ten (10) new retail/service buildings consisting of 108,208 sf. of new building area—located inside the Shingle Creek Crossing Planned Unit Development Project. - Motion to Adopt Planning Commission Resolution No. 2013-23 6. Discussion Items 7. Other Business 8. Adjournment MINUTES OF THE PROCEEDINGS OF THE PLANNING COMMISSION OF THE CITY OF BROOKLYN CENTER IN THE COUNTY OF HENNEPIN AND THE STATE OF MINNESOTA OCTOBER 17,2013 CALL TO ORDER The Planning Commission meeting was called to order by Chair Burfeind at 7:03p.m. ROLL CALL Chair Scott Burfeind, Commissioners Randall Christensen, Benjamin Freedman, Carlos Morgan, and Stephen Schonning were present. Also present were Councilmember Carol Kleven, Secretary to the Planning Commission Tim Benetti, Director of Business & Development Gary Eitel, and Planning Commission Recording Secretary Rebecca Crass. Michael Parks was absent and unexcused. APPROVAL OF MINUTES—SEPTEMBER 26, 2013 There was a motion by Commissioner Schonning, seconded by Commissioner Freedman to approve the minutes of the September 26, 2013 meeting. Motion passed unanimously. CHAIR'S EXPLANATION Chair Burfeind 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. 2013-021 GATLIN DEVELOPMENT COMPANY Chair Burfeind introduced Application No. 2013-021, a request for Preliminary Plat of Shingle Creek Crossing 4th Addition, located at 1450 Shingle Creek Crossing. (Refer to Planning Report dated 10-17-13 on Application No. 2013-021). Mr. Benetti explained the history of the PUD approvals and stated with this 4th Addition the Applicant is requesting to replat two lots within the PUD identified as Lot 5 and 6, Block 1, Shingle Creek Crossing Addition. He added the two lots are being reconfigured to accommodate the proposed Discount Tire store development PUBLIC HEARING—APPLICATION NO. 2013-021 There was a motion by Commissioner Freedman, seconded by Commissioner Schonning, to open the public hearing on Application No. 2013-021, at 7:09 p.m. The motion passed unanimously. Chair Burfeind called for comments from the public. There were no comments from the public. CLOSE PUBLIC HEARING PC Minutes 10-17-13 Page 1 D *R*A * F * T There was a motion by Commissioner Schonning, seconded by Commissioner Freedman, to close the public hearing on Application No. 2013-021. The motion passed unanimously. The Chair called for further discussion or questions from the Commissioners. The Commissioners interposed no objections to the approval of the Application. ACTION TO RECOMMEND APPROVAL OF PLANNING COMMISSION RESOLUTION NO. 2013-20 REGARDING RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2013-021 SUBMITTED BY GATLIN DEVELOPMENT COMPANY A REQUEST FOR PRELIMINARY PLAT OF SHINGLE CREEK CROSSING 4"ADDITION There was a motion by Commissioner Morgan, seconded by Commissioner Schonning,to approve Planning Commission Resolution No. 2013-20. Voting in favor: Chair Burfeind, Commissioners Christensen, Freedman, Morgan, and Schonning And the following voted against the same: None The motion passed unanimously. The Council will consider the application at its October 28, 2013 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 2013-017—DISCOUNT TIRE (HALLE PROPERTIES LLCI Chair Burfeind introduced Application No. 2013-017, a request for Site and Building Plan approval of a new 7,322 sf. Discount Tire store for Building Pad A within the Shingle Creek Crossing Planned Unit Development Project. (Refer to Planning Report dated 10-17-13 on Application No. 2013-017). Mr. Benetti explained the site plan being considered is for the proposed Building A pad site previously approved under the Shingle Creek Crossing Master Plan. Mr. Benetti further stated auto repair shops do not meet the overall vision planned for this area and the applicant has indicated to staff there will be no type of auto repair or servicing at this facility, only the removal and installation of new tires purchased at the store. Mr. Benetti provided details on the layout and appearance of the proposed new building and parking layout. He pointed out the Shingle Creek Crossing PUD was approved with an overall "Architectural Design Guideline" plan to provide examples of approved architecture and building materials and the key element of this plan was that all new buildings would need to provide 4-sided architecture in their designs. He added the updated architectural plans submitted by Discount Tire include a nice design and mix of materials as called for by the SCC guidelines and meets all required setbacks for this PUD/C2 zoning. PC Minutes 10-17-13 Page 2 D*R*A*F * T Mr. Benetti explained the access to the site and the parking layout while noting a larger driveway opening is shown to accommodate delivery trucks. He added the City Engineer provided input related to the sidewalks and approaches and feels they should be realigned to be more perpendicular to the curb lines. The Chair called for further discussion or questions from the Commissioners. Chair Burfeind asked about the retaining wall along Applebee's that was recently removed. Mr. Benetti replied the developer removed it at the request of the City and there is no requirement for screening in this location. He added the wall was there to discourage pedestrians from cutting through the property near the old transit center. He further pointed out it was recommended to the applicant to provide an additional pedestrian opening to provide a walkway and eliminate people cutting through and trampling landscaping. There was further discussion regarding the possible placement of a fence along Xerxes to discourage foot traffic cutting through the property and destroying existing landscaping. Commissioner Christensen stated he likes the idea of providing the pedestrian opening since this area was designed to encourage pedestrian traffic and safety. The Commissioners interposed no objections to approval of the Application. ACTION TO RECOMMEND APPROVAL OF PLANNING COMMISSION RESOLUTION NO. 2013-21 REGARDING RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICTION NO. 2013-017 SUBMITTED BY HALLE PROPERTIES LLC AND GATLIN DEVELOPMENT COMPANY REQUESTING THE APPROVAL OF SITE AND BUILDING PLAN FOR THE NEW DISCOUNT TIRE STORE LOCATED ON BUILDING PAD SITE A OF THE SHINGLE CREK CROSSING PLANNED UNIT DEVELOPMENT (1450 SHINGLE CREEK CROSSING) There was a motion by Commissioner Christensen, seconded by Commissioner Schonning, to approve Planning Commission Resolution No. 2013-21. Voting in favor: Chair Burfeind, Commissioners Christensen, Freedman, Morgan, and Schonning And the following voted against the same: None The motion passed. The Council will consider the application at its October 28, 2013 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. 2013-022—AVIS BUDGET GROUP Chair Burfeind introduced Application No. 2013-022, a request for a Special Use Permit to allow Budget Rental trucks to be stored and leased from the existing Avis Auto Rental facility, located in the Sears Automotive Center building and properties (Refer to Planning Report dated 10-17- 13 on Application No. 2013-022). PC Minutes 1047-13 Page 3 D*R*A* F * T Mr. Benetti explained the building is owned by Sears and consists of 15.3 acres in total land area, is zoned PUD/C-2 (Planned Unit Development/Commerce) and is located inside the Central Commerce Overlay (CCO) District. He added Avis-Budget currently leases a small office/service space at the north end of the auto center building. Mr. Benetti further explained the City granted Budget Rent-A-Car a special use permit on April 7, 1986 to conduct a car rental business at the Sears Automotive Center with the following three conditions: 1) The special use permit is subject to all applicable codes, ordnances' and regulations and violation thereof shall be grounds for revocation; 2) Storage of inventory of cars for rent shall be confined primarily to the area under the canopy; and 3) Special use permit approval acknowledges rental and leasing only. No sales of automobile or other vehicles is acknowledged by this action Mr. Benetti continued by explaining that in 1992 and 1998 Budget Rent-A-Car was notified by city staff that trucks were being rented on the site and they were in violation of the original special use permit. The Planning Commission and City Council denied their request due to limited parking at the Brookdale Mall site and felt all rental vehicles should remain under the canopy as approved under the original Special Use Permit. Mr. Benetti stated the applicant indicated that no more than seven trucks would be stored and leased from this site, along with 2-3 car-dollies (used to tow vehicles behind the trucks or other personal vehicles) and parking will take place on the back side of the automotive center. He added staff does not believe allowing the additional trucks to lease and rent will be a detriment or danger to the community. Mr. Benetti explained the special use permit is only for up to seven additional trucks and only as long as Sears Auto Center is in operation. If the Sears Auto Center would close, the Special Use Permit would no longer be in effect. Commissioner Freedman stated he is hesitant about approving the application. He feels the building is already unattractive and is concerned about how the trucks will look on the site. Commissioner Schonning stated he does not see how the trucks can fit under the covered walkway since they appear to be too large. He feels the current Pep Boys site appears to be a mess and he doesn't want to move `a mess' from one location to another. He doesn't feel this will enhance the property and is too visible from Hwy 100. Commissioner Christensen stated he also has concerns and feels the area north of the canopy would be a better location for parking the trucks since he does not want them being viewed from Hwy 100. He added he doesn't want it to look like advertising with the trucks being too visible. He also wants to see the right businesses here to keep things moving forward and not backward. Commissioner Morgan stated the applicant's primary business is to rent vehicles and the trucks do provide advertising and is not uncommon. PC Minutes 10-17-13 Page 4 D*R*A*F*T Commissioner Freedman asked if the history of non-compliance would be an issue in the future? Mr. Benetti stated if this process takes care of previous problems with the business, he would be in favor of approval since the City can enforce the Special Use Permit requirements and keep the business at one location which will be easier to manage and maintain. Commissioner Christensen stated perhaps the parking lot could be restriped to identify the exact parking spots for the rental trucks. Chair Burfeind stated he agrees with the restriping of the parking spots and would also suggest the spaces be numbered. He further stated he has concerns with one business leveraging another and asked what Sears' participation is. Mr. Benetti replied Sears agreed to allow the business through Avis and the Sears Auto Center and there has been a Special Use Permit in effect for a long time. Chair Burfeind further stated he is in favor of approval as long as the site is properly maintained. PUBLIC HEARING—APPLICATION NO. 2013-022 There was a motion by Commissioner Morgan, seconded by Commissioner Christensen, to open the public hearing on Application No. 2013-022, at 8:01 p.m. The motion passed unanimously. Chair Burfeind called for comments from the public. Jeff Wagner, Avis-Budget Group, stated he will address the Commission's concerns. • The maximum number of vehicles on site will be seven. • They prefer the vehicles to be used within the city and returned; however, when a vehicle is returned to a different site than where it was rented, they have vehicles drivers that move them to a different location. • The business formerly located at Pep Boys has closed. • The erratic parking seen at Pep Boys will not occur at this site since it will be managed by AVIS and not Pep Boys. • He suggested parking the vehicles where the cars are currently parked if that would allow them to be screened from the Hwy. • This operation is a benefit to Sears since they pay rent and it is revenue based. • Sears does the maintenance on their fleet. • Avis creates foot traffic for Sears which they need. Commissioner Freedman asked about the possibility of there being more than seven vehicles parked on the site. Mr. Wagner replied the rare occasion would be after a holiday when several trucks could be returned all at once and they would get their drivers to move the vehicles immediately. He added they have significantly reduced their truck fleet nation-wide and are in the business to rent trucks,not park them. Chair Burfeind asked about their willingness to restripe the parking area. Mr. Wagner responded they would be happy to undertake that and would get in touch with Sears to get their approval. PC Minutes 10-17-13 Page 5 D *R*A*F * T Mr. Eitel asked the applicant if they could get Sears to turn on the parking lot lights to create a more secure environment for the vehicles. Mr. Wagner responded he can't even get Sears to turn on the electricity for their own Avis sign, and feels he may have little influence to persuade Sears to turn on these lights. CLOSE PUBLIC HEARING There was a motion by Commissioner Schonning, seconded by Commissioner Christensen, to close the public hearing on Application No. 2013-022. The motion passed unanimously. The Chair called for further discussion or questions from the Commissioners. The Commissioners interposed no objections to the approval of the Application. ACTION TO RECOMMEND APPROVAL OF PLANNING COMMISSION RESOLUTION NO. 2013-22 REGARDING RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO 2013-022 SUBMITTED BY AVIS BUDGET GROUP, INC. FOR A SPECIAL USE PERMIT TO PARK AND LEASE BUDGET RENTAL TRUCKS AT THE AVIS RENT-A CAR/SEARS AUTOMOTIVE CENTER, LOCATED AT 1299 SHINGLE CREEK CROSSING (FORMERLY 1299 BROOKDALE CENTER) There was a motion by Commissioner Christensen, seconded by Commissioner Freedman,to approve Planning Commission Resolution No. 2013-22. Voting in favor: Chair Burfeind, Commissioners Christensen, Freedman, Morgan, and Schonning And the following voted against the same: None The motion passed unanimously. The Council will consider the application at its October 28, 2013 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. 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 8:19 p.m. Chair Recorded and transcribed by: Rebecca Crass PC Minutes 10-17-13 Page 6 D *R*A *F* T 3 rBR " " K/.I:N TER Planning Commission Report • Application Originally Filed:08/28/13 Meeting Date: October 30,2013 • Updated Plans Filed 09/17/13& 10/17/13 • Application Deemed Complete: 10/18/13 • Review Period(60-day)Deadline: 12/17/13 Application No. 2013-020 Applicant: Gatlin Development Company Location: 1300 Shingle Creek Crossing (Shingle Creek Crossing PUD Project) Request: Site and Building Plan - Food Court Removal and Redevelopment INTRODUCTION Gatlin Development Company is requesting a site and building plan approval to the former Brookdale Mall's Food Court area. This site plan would provide for the removal of the entire 123,200 sf. food court mall area and replace with ten(10)new retail/service buildings. This matter is being presented as a general public meeting item, which means the Planning Commission may elect to take public comments if you wish. BACKGROUND The Shingle Creek Crossing PUD was approved on May 23, 2011, which provided for the overall redevelopment of the former Brookdale Mall properties. This mall originally consisted of over 1.1 million square feet of retail space, which was reduced by the demolition of over 760,000 sf. of old mall space, followed by the planned renovation of approximately 123,242 sf. of the Food Court mall located next to the Sears store. The redevelopment would then 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 was approved a short time later on September 12, 2011, which provided for the physical separation of the Food Court building from the Sears store; the renovation/conversion of the Food Court's "common area" into additional retail space, whereby the net leasable retail area was increased from 123,242 sq. ft. to 150,591 sq. ft.; the removal of Building N between Sears and Wal-Mart; and the addition of a new 6,000 sf, commercial pad site located at the southeast corner of Xerxes Avenue/56th Avenue entrance. The 3`d Amendment adopted on September 24, 2012, provided for the replatting of Lots 12 and 13 into two newly configured lots; revised original Building Site D from a 6,175 sq. ft. retail building to a new 8,400 sq. ft. building for mixed retail/restaurant use with a drive thru service lane; the elimination of a 35,660 sf. Building Q (Best Buy store) site, which was replaced with a reduced 6,000 sf. restaurant pad site and a new 7,500 s£ Building O restaurant pad site. This 3`d Amendment accepted the approval of a the updated PUD Master Plan dated August 2012, which now serves as the current and approved General Development Plan of this Shingle Creek Crossing Planned Unit Development site. I App.No.2013-020 PC 10/30/2013 Page 1 The 4th Amendment was recently approved by the City Council at the October 14, 2013 meeting, whereby the PUD Master Plan was approved for new changes to this Food Court area; lot line readjustments between Bldg. Sites A and B; and the adjustment to the Bldg. D pad site. The planned configuration of the food court site is illustrated in the diagram below. � E ISTI +y fO - sr AIL Nq�F` F 1­7 BUILDING PYLo� �'. BUILDING } F UILDING [� BUILDING 9 - BOLDING 2 .� LU \T� BULLDING i R j ILDING I EXISTING SEARS T (NOT IN * � CONTRACT) Sears1 1 .,w i The 5th Amendment, which concerned new signage allotments throughout the PUD, was approved July 8, 2013. ❖ SITE & BUILDING IMPROVEMENTS The new PUD Plan comprehends the proposed removal of the 170,000 sf, "Food Court" building and replacing and redeveloping the 14.6 acre site with ten (10) new individual retail store buildings. The combined total area is noted at 108,208 sf. of new building space or area. The 4th Amendment also included the addition of two new stand-alone restaurant pad sites consisting of 5,400 sf. and 2,800 sf., and labeled Building Sites "R" and "T" respectively. These two sites are not under consideration in this site plan review. Those sites will undergo separate site and building plan reviews at a later date. The new site plan continues to show the planned separation of the new Gatlin Development buildings from the Sears store by means of the two-way driveway, which was actually approved under the 2"d Amendment of 2011. One of the most noticeable changes made on this new site plan set is the interior loading dock areas to serve these buildings,which will be noted later in this report. App.No.2013-020 PC 10/30/2013 Page 2 Q LU X J(BY OTMERt) cesev CO • — LOT t, / 1 BLOCK 7 EXIS APP O , � �y,.. auaD nc s _ 06 H u6 i' BLOCK 4 fML '&11LII#iC S ,�•� 1 OEPLCN — � � , , r , w � l [[t.::' '..jjF�I 't'1�� �• ..Y DIN !� { q` !\ Y /�,.. e:I ' \ j, � Fi3�sr�`.,`;� r 1 f`f.- � fit► ., The table below provides the breakdown of each bulling size, parking spaces provide and ratios. FOOD COURT PARKING TABLE BUILDING DESIGNATION BUILDING PARKING PROVIDED RATIO BUILDING 1 14.570 SO.FT. 67 SPACES 4.60 BUILDING 2 3,892 SO. FT. 18 SPACES 4.62 BUILDING 3 13,182 SO.FT 60 SPACES 4.55 BUILDING 4 24.190 SO.FT, 115 SPACES 4.75 BUILDING 5 21,900 SO.FT, 100 SPACES 4.57 BUILDING 6 1.630 SO. FT. 9 SPACES 5.52 BUILDING 7 5.012 SQ, FT. 26 SPACES 5.19 BUILDING 8 4,680 SO,FT. 26 SPACES 5.56 BUILDING 9 8,352 SQ. FT. 116 SPACES 1389 BUILDING 10 10.800 SQ FT. 175 SPACES 16.20 TOTAL 108.208 SQ FT. 712 SPACES 6.58 The floor plans reveal the proposed breakout of store space and separate loading areas. App.No.2013-020 PC 10/30/2013 Page 3 s - L 1 i I SHINGLE CREEK CROSSING ` IT f PA /�j� s _ _ / Al i. The PUD was approved with an overall architectural [elevation] plan as part of the original approvals. All new buildings must incorporate 4-sided architecture in their designs, meaning all four elevations must provide a nice, consistent use of material on all four sides of the buildings, including rear elevations. The facades of these new retail store spaces are scheduled to receive a nice mix of stone veneers, EIFS, concrete brick veneers, integrally colored rock face block, spandrel glass and other materials. Most of these architectural materials are consistent with the previously approved Architectural Standards (including Class I and Class 2 materials) the City called for under the original PUD Agreement. SEARS za_ d• _ ^•^,.° r ,,....AN._..-+"'7- tii � .. _�� ILt .. T%r.� ��74 711 AAv. n y■i ■ �. App.No.2013-020 PC 10/30/2013 Page 4 As part of the partial phasing plans of this site, Gatlin Development intends to build only the first seven (7) buildings of this site plan area for now, with the land areas under Bldgs. 8, 9 and 10 to be finished-out with a temporary landscape and screening berm. This berm and landscape area is to screen the new loading dock areas behind the new Bldgs. 1 thru 7. This landscape and berm plan will be noted later in this report under the sub-heading of"Landscaping." BUILDING 6 ! / BUILDING i l �.f ILDING 7 \ a COMPACT n / LOA (TYP BUILDING 8 Staff will also point out that the exposed southerly building wall for Bldg. No. 7 (illustrated above)will need to be completed with approved Class 1 and Class 2 materials. ❖ GRADING/DRAINAGE/UTILITIES The finished grades and drainage grades in and around this redevelopment site will not change much, as they will need to match in with the previously approved (and completed) graded and improved surrounding areas. Slight grade changes are being proposed in the parking lot areas to accommodate positive drainage around this site. The rear loading dock (pavement) area is shown with proposed grades towards the central portion, with new storm sewer systems to catch and carry run-off from this area. All necessary utilities, such as water, gas, electric and phone lines have been provided or installed throughout this PUD site, and connections for these new buildings can easily be made to the previously installed utility lines, stubs or mains that traverse this site. The final grading and drainage plans will be thoroughly reviewed later by the City Engineer under the required land disturbance permit process. This site and all other disturbed areas of this PUD site have been or will be reviewed by the City Engineer for full compliance and acceptance. Since some of the overall PUD development site infrastructure has already been installed, there is not much room or need to depart from the original and approved grading/drainage plans. All other areas of this site appear to drain properly or do not require any special drainage structures or modification prior to building approvals. App.No.2013-020 PC 10/30/2013 Page 5 ❖ LANDSCAPING The Applicant has submitted a landscape plan which appears to be somewhat consistent with the approved PUD Master Plan. Plans call for the installation of various deciduous trees, such as elms, maples, hackberries, honey locusts and white oaks inside the parking islands of this site, with a scattering of smaller, ornamental trees such as prairie fire crabs in front planting areas of the buildings. The plan also includes an extensive berm with landscaping to be used as vegetative screen to the loading dock areas. The walkway area between the Sears store and the new buildings has adequate numbers of plantings, consisting of common hackberry, accolade elms, and a few autumn blaze maples. Instead of grouping these trees with same varieties, Staff would suggest the Developer mix-up or randomize the three tree varieties through the length of this pedestrian and vehicle corridor. 1—BHSt 40—RTD Ts: t� _ t 3—BHSI /'. ACC 1—FAS )p s� 2—AUP1 Y �, t 2—AUP S5—BHS / \ ' 2—BSH1 \ r —CH8 3—AUP EXISTING SEARS 5—BHS f� (NOT IN BM 3—AUP The plan also calls for a line of Austrian pines and Black Hill spruce trees to screen the Sears loading dock areas. This area once contained a large, brick screening wall, which was removed as part of the removal plans under Phase I of the PUD. o � —CHB "6—SHL" 3—AUP X I S TI N G SEARS 5-BHS 2-CH8 2-SH- (NOT IN CONTRACT) 3—AUP t—BHS \\ � t App.No.2013-020 PC 10/30/2013 Page 6 The plan also provides a detail of the walkway connection from the central drive opening down to the Xerxes Avenue trail. This trail is somewhat "angular" in layout, and Staff would prefer the Developer revise this layout or mimic the existing "serpentine" layout of the walkway located on the north side of the existing Food Court building, leading up to the future Discount Tire store site (see photo below). 1-AUPi \ y z2-BSHI f I e-SAC _ , r a �,,• ABACK i;. 10-ACC 4-SWO 1 w -SWO t f 4 i -xI�,TING STRIPING v v AND PAVEWNT y \� r=, i at" F \ r � ,4w r. . The landscape plan in the top-most diagram also illustrates a row of ten accolade elm trees within the parking lot area. Staff is unsure if these trees were meant to be placed or situated inside an elongated parking island, which staff would actually support to create a more separate, and designated roadway through the parking area. Staff would request the Developer provide an update or response to this landscape feature. App.No.2013-020 PC 10/30/2013 Page 7 As indicated previously, the Landscape Plan(and the Grading Plans) includes details of the berm and landscape screen, which are to be placed in lieu of Buildings No. 8, 9 and 10. The berm is projected to be an 8-9 foot high earthen berm, with landscaping placed in the front edges. This landscaping is shown to be a mixed variety of spruces and pines (Black Hills, Fat Albert's, Austrian) consisting of 8 to 10-ft. high plantings. The front planting lines are to be complimented with a row of smaller ornamental Snow Drift crabapple trees, with Autumn Blaze maples at the loading dock entrance. 2-AUPI 2-7 ' \ I-FAS ' �� 3 \ \ 1 AUPi j ._2-FA`s ; • � i �i y �'q .r^ 4-SCC ccrr 40-RTO NAZI 6-ADM F. 4 K 2-FAS z' � i 2-AU- I y r s—e es .3--FAS ♦ "`�: 2--9SM1 D \ I C d, 7? .-� As Planning Staff indicated during the PUD Amendment No. 4 discussion (September 20h meeting), we indicated our strong desire to see this loading dock area be provided with an effective screen. We indicated further some alternatives, such as a landscape berm, or partial build-out of the outer walls of Buildings 8, 9 and 10; or possibly a brick and/or tip-up concrete panel wall. Staff also discussed an idea similar to what is now being used on the Shops at West End in St. Louis Park, whereby large, vinyl-like banner material is silk-screened or printed with images of faux store-fronts (see street photos next page), which are then attached to the outer walls of the new(vacant) building shells within this mall. App.No.2013-020 PC 10/30/2013 Page 8 -M Sfit ul'. ti 1 # r It should be noted that the Developer is seeking to delay the build-out of these three buildings until he has established a more thriving area of customer base traffic and services,predicted to be accomplished once Bldgs. 1 thru 7 have been completed/occupied, and other commercial uses inside the PUD come on-line. As evident by the existing and current development and build-out of this PUD project, most is happening on this west end and Staff is confident that the completion of Bldgs. 8, 9 and 10 will take place in the near future. Staff does wish to share our concern that if this landscape berm is accepted and completed by the Developer, this berm may become an attractive or established landscape feature that the public or customers may appreciate as a natural and ideal aesthetic element inside this commercial mall area, which may cause some grumblings and outcry in its removal, once the Developer decides to build-out this area in the future. If this becomes the case, Planning Staff will provide conditions that ensure all trees are either transplanted or replaced in kind somewhere inside the PUD site. Nevertheless, the landscape berm is what the Developer is providing for the Planning Commission to review and consider, and staff would prefer the Commission give careful consideration and input as to the effectiveness of this berm and landscaping plan, and determine if this berm and landscape would suffice as an effective screen to this area. ❖ ACCESS & PARKING All main access points into this specified area will remain the same or without any changes as part of this redevelopment. The Developer's consultants have provided a number of large truck access route maps for the Commission to review. These maps provide an illustration of how delivery trucks will come in off Xerxes Avenue at the 56th Avenue intersection; turn into the site along the south side; enter into the loading area; maneuver or reverse course into the respective loading bays, and exit through the same corridor. No truck traffic is projected to come in at the 55th Avenue/Xerxes Ave. (Sears Automotive) intersection. The parking to be provided under this Site Plan will take place within new parking areas to the east of the buildings, and the large existing surface parking area to the west (along Xerxes Ave.), which is to remain and scheduled to receive a new seal coat. The City Engineer however, is App.No.2013-020 PC 10/30/2013 Page 9 recommending that this area be repaved in lieu of this seal coat, due to the poor conditions of this parking area. A small number of parking is also provided to the north (installed under the Phase I construction of this PUD project). The plan identifies 712 parking spaces will be created or reserved to these ten buildings. The overall (average) parking ratio is 6.58 spaces, which exceeds the 4.5 spaces per 1,000 sf. of gross floor area needed for retail/service uses. These parking numbers and ratios will more than likely be adjusted once proposed Bldgs. R and T take place. All parking areas are planned to be appropriately striped and ADA parking stalls provided. Staff would also request that should the landscaping island as noted under the Landscape section above is installed, that details and specifications be submitted to the city as part of any future land disturbance or building permit reviews. ❖ LIGHTING/TRASH The site plans include a detailed photometric and light plan, which calls for a number of large overhead lighting, primarily to light the new parking areas to be completed under this site plan, and the loading dock area. Pedestrian style lighting is also being provided along the central walkway corridor, which complies with the City's conditions under the PUD Amendment No. 2 approvals. BuM1OMG 5 � t' t,r::,. �C941+AOTOR:TW) •` / �S _.\._. 8 / __ . OA MC DOCK 2 D t._ RU!LDINO a _ Dwinac e // `�\ / A / D —IWDMO D PLANS r Rn N40 s .PROPOSED 1RASN 3• , / j // ' ENCLOSURE I / The plans illustrate three new trash enclosure areas located along the back-side of Bldgs. 3, 7 and 10. These three enclosures are shown with two trash dumpsters for each area. With the projected sizes of these buildings, Staff does not believe these trash enclosures will be adequate to handle all garbage and refuse produced by this development. Staff assumes that some trash containers may be contained inside the buildings and interior loading/storage spaces, or provisions will be made to accommodate all trash services for these new buildings. Staff also assumes the enclosure behind No. 10 will come later, once this area is built-out. App.No.2013-020 PC 10/30/2013 Page 10 ❖ CITY ENGINEER REVIEW The City Engineer has provided his review and comments regarding this application in the October 25, 2013 memorandum to city planning staff, attached hereto. Most of these comments and conditions reflect the improvements approved under the PUD Plan amendment. Some of these conditions may be applicable at time of future building permit review and approvals. RECOMMENDATION Staff recommends the Planning Commission adopt the attached Resolution No. 2013-23, which comprehends the approval of Planning Application No. 2013-020, the new Site and Building Plan for the redevelopment of the former Brookdale Mall's Food Court area, which is part of the Shingle Creek Crossing Planned Unit Development, and made subject to the following conditions: 1. Developer agrees to comply with all conditions or provisions noted in the City Engineer's Review memo, dated October 25, 2013. 2. The two new stand-alone building sites labeled "R" and "T" respectively, which were illustrated and made part of the overall approvals given under the Shingle Creek Crossing 4t' Amendment, are not approved under this site plan consideration. These two building must be approved under separate site and building plan reviews at a later date. 3. Developer is allowed to initially construct Buildings labeled 1 through 7 as identified on the plans, while Bldgs. 8, 9 and 10 may be delayed until future development date. Buildings 8, 9, and 10 will be required to undergo separate site plan review if there are any major changes made to their layouts as indicated on said plans. These three buildings will comply with all similar conditions noted herein. 4. All new buildings proposed under this new Site Plan must incorporate 4-sided architectural and the Class 1 and 2 building materials specified under the Shingle Creek Crossing PUD Agreement. The exposed southerly wall of Building No. 7 must also be improved with the same Class 1 and/or Class 2 materials. 5. Should the Developer receive permission to install the large landscape berm to serve as the screening measures for the loading areas, the Developer shall ensure this area is well maintained and irrigated for the duration of this berm. If the berm and landscaping is removed to accommodate the build-out of Bldgs. 8, 9 and 10, the Developer agrees to transplant the trees (if possible) or provide new trees of similar or equal value inside the PUD Project site. App.No.2013-020 PC 10/30/2013 Page I1 6. Developer should adjust the walkway leading from the central driveway corridor to the Xerxes Avenue trial area with a gentler, serpentine type walkway similar to the walkway installed to the north of this Food Court area. 7. Developer shall adjust the landscaping plan to provide a mixture or randomness of trees along the central pedestrian/driveway corridor. 8. 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. 9. Any outside trash disposal facilities and roof top or on ground mechanical equipment shall be appropriately screened from view. The new trash enclosure with same building materials as those used to construct the principal building. 10. An underground irrigation system shall be installed in all landscaped areas to facilitate site maintenance. 11. 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. 12. Appropriate erosion and sediment control devices shall be provided on site during construction as approved by the City's Engineering Department and applicant shall obtain an NPDES construction site erosion permit from the Minnesota Pollution Control Agency prior to disturbing the site. 13. The Developer shall submit an as built survey or record drawing of the subject property, identifying all underground and above ground improvements, including but not limited to all utilities and service lines. 14. Any major changes or modifications made to this PUD Development/Site and Building Plan can only be made by an amendment to this PUD, which shall include an updated Development/Site Plan if necessary. 15. All other provisions, standards and variations provided under the 2011 Shingle Creek Crossing PUD and subsequent amendments to this PUD shall remain binding and in effect. Attachments • Planning Commission Res.No. 2013-23 • City Engineer's Review Memo-Oct. 25,2013 • Shingle Creek Crossing Master Plan(September 2013) • Site and Improvement Plans for Food Court(Shingle Creek Crossing) App.No.2013-020 PC 10/30/2013 Page 12 Commissioner introduced the following resolution and moved its adoption PLANNING COMMISSION RESOLUTION NO. 2013-23 RESOLUTION REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2013-020 SUBMITTED BY GATLIN DEVELOPMENT COMPANY, REQUESTING THE APPROVAL OF SITE AND BUILDING PLAN FOR REDEVELOPMENT OF THE FORMER BROOKDALE MALL FOOD COURT AREA, WHICH IS PART OF THE SHINGLE CREEK CROSSING PLANNED UNIT DEVELOPMENT, (1300 SHINGLE CREEK CROSSING) WHEREAS, Planning Commission Application No. 2013-020, submitted by Gatlin Development Company,requesting approval of a Site and Building Plan for the redevelopment of the former Brookdale Mall's Food Court area, which is part of the Shingle Creek Crossing Planned Unit Development, located at 1300 Shingle Creek Crossing, which approval is also conjunction with the ongoing improvements constructed under the Shingle Creek Crossing Planned Unit Development Project; and WHEREAS, the Planning Commission held a public meeting on October 30, 2013, to fully consider Planning Commission Application No. 2013-020, and reviewed and received a planning report on the proposed new Site and Building Plans for the development of 108,208 sf. of new building space and other related improvements, all in conjunction with the Shingle Creek Crossing Planned Unit Development Project; and WHEREAS, in light of all testimony received, and utilizing the guidelines and standards for evaluating site and building plans, as contained in Section 35-230 (Plan Approval) of the City's Zoning Ordinance, along with consideration of the goals and objectives of the City's Comprehensive Plan,the Planning Commission considers this site and building plan an appropriate and reasonable development of the subject property; and WHEREAS, the Planning Commission finds that the site and building plans are consistent with the General Development Plans of the overall Shingle Creek Crossing Planned Unit Development; and that the Site and Building Plan of proposed Building A, as comprehended under Planning Application No. 2013-020,may be approved based upon the following considerations: 1. The Site and Building Plan is compatible with the standards, purposes and intent of the City's Zoning Ordinance; 2. The Site and Building Plan, in relation to the Planned Unit Development proposed on the Subject Site, will facilitate the redevelopment and improvement of this site,will allow for the utilization of the land in question in a manner which is compatible with, complimentary to and of comparable intensity to adjacent land uses as well as those permitted on surrounding land; PC RES.NO. 2013-23 3. 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; 4. The Site and Building Plan proposal is considered consistent with the recommendations of the City's Comprehensive Plan for this area of the city; 5. The Site and Building Plan proposal appears to be a good long range use of the existing land and this proposed development can be considered an asset to the community; and 6. Based upon the above considerations, it is believed that the guidelines for evaluating and approving a Site and Building Plan as contained in Section 35-230 (Plan Approval) of the City's Zoning Ordinance are met and the site proposal is,therefore, in the best interest of the community. 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 for the redevelopment of the former Brookdale Mall's Food Court area, consisting of ten (10) new buildings and related improvements as comprehended under Planning Application No. 2013- 020, and which is part of the overall Shingle Creek Crossing Planned Unit Development, may be approved based upon the following conditions: 1. Developer agrees to comply with all conditions or provisions noted in the City Engineer's Review memo, dated October 25, 2013. 2. The two new stand-alone building sites labeled "R" and "T" respectively, which were illustrated and made part of the overall approvals given under the Shingle Creek Crossing 4th Amendment, are not approved under this site plan consideration. These two building must be approved under separate site and building plan reviews at a later date. 3. Developer is allowed to initially construct Buildings labeled 1 through 7 as identified on the plans, while Bldgs. 8, 9 and 10 may be delayed until future development date. Buildings 8, 9, and 10 will be required to undergo separate site plan review if there are any major changes made to their layouts as indicated on said plans. These three buildings will comply with all similar conditions noted herein. PC RES.NO. 2013-23 4. All new buildings proposed under this new Site Plan must incorporate 4- sided architectural and the Class 1 and 2 building materials specified under the Shingle Creek Crossing PUD Agreement. The exposed southerly wall of Building No. 7 must also be improved with the same Class 1 and/or Class 2 materials. 5. Should the Developer receive permission to install the large landscape berm to serve as the screening measures for the loading areas, the Developer shall ensure this area is well maintained and irrigated for the duration of this berm. If the berm and landscaping is removed to accommodate the build-out of Bldgs. 8, 9 and 10, the Developer agrees to transplant the trees (if possible) or provide new trees of similar or equal value inside the PUD Project site. 6. Developer should adjust the walkway leading from the central driveway corridor to the Xerxes Avenue trial area with a gentler, serpentine type walkway similar to the walkway installed to the north of this Food Court area. 7. Developer shall adjust the landscaping plan to provide a mixture or randomness of trees along the central pedestrian/driveway corridor. 8. 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. 9. Any outside trash disposal facilities and roof top or on ground mechanical equipment shall be appropriately screened from view. The new trash enclosure with same building materials as those used to construct the principal building. 10. An underground irrigation system shall be installed in all landscaped areas to facilitate site maintenance. 11. Site Plan approval is exclusive of all final signs on this site, including new wall (building) signs, which shall remain subject to Chapter 34 of the city ordinances, and subject to the approved Signage Plan of the Shingle Creek Crossing PUD Agreements. PC RES. NO. 2013-23 12. Appropriate erosion and sediment control devices shall be provided on site during construction as approved by the City's Engineering Department and applicant shall obtain an NPDES construction site erosion permit from the Minnesota Pollution Control Agency prior to disturbing the site. 13. The Developer shall submit an as built survey or record drawing of the subject property, identifying all underground and above ground improvements, including but not limited to all utilities and service lines. 14. Any major changes or modifications made to this PUD Development/Site and Building Plan can only be made by an amendment to this PUD, which shall include an updated Development/Site Plan if necessary. 15. All other provisions, standards and variations provided under the 2011 Shingle Creek Crossing PUD and subsequent amendments to this PUD shall remain binding and in effect. October 30, 2013 Date Chair ATTEST: Secretary The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon,the following voted in favor thereof: Chair , Commissioners and and the following voted against the same: None. whereupon said resolution was declared duly passed and adopted. MEMORANDUM DATE: October 25, 2013 TO: Tim Benetti, Planning and Zoning Specialist FROM: Steven L. Lillehaug, City Engineer/Director of Public Works SUBJECT: Public Works Review Memo—Shingle Creek Crossing Food Court Site Plan Public Works Department staff has reviewed the 19 sheet set of plans entitled Site Improvement Plans Food Court that were prepared by Kimley-Horn and Associates, Inc., and are dated October 17, 2013. This plan pertains only to the old Food Court lot(Lot 1 Block 1). The following comments are offered relative to the above referenced submittals. They are contingent upon preliminary and final plat approval, final site plan and land alteration/building permit submittal and approval. Additionally, this review only includes a review of the revisions contained within Lot 1 Block 1 of Shingle Creek Crossing 3rd Addition. Other site revisions are apparent on the drawings outside of these sites, are inconsistent with the previously approved PUD and amendments, and have not been included as part of this review. Additionally, Sites R and T are not shown consistent with the PUD approvals and it is assumed that these sites will be developed under separate application at a later date. General Plan Items: 1. All newly proposed loading dock and truck turning/backing areas must be fully separated from public customer and handicap parking areas, must not direct or invite public parking ingress/egress routes through loading dock and turning/backing areas, and must not encroach on main drive aisles. The current plans do not address this issue. 2. The existing City lighting and trees along Xerxes must be protected. 3. The area on the northeast side of Building 10 labeled as "loading area (typ.) should not be open to the general public, consistent with item 1 above. 4. The area hatched out with ADA striping on the back sides of buildings 8 and 9 should be defined for purpose of ADA striping, consistent with item 1 above. 5. The trash enclosure areas must be better separated and protected from traffic areas (e.g. curb and gutter). 6. The westerly parking lot is recommended to be repaved in lieu of the proposed seal coat as depicted on plan sheet 6041 due to the poor condition of the parking lot pavement. 7. 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 2nd Addition; Shingle Creek Crossing 3rd Addition and/or portions thereof are withstanding and must be incorporated into the final plans. 8. The final plats of Shingle Creek Crossing 2nd Addition and Shingle Creek Crossing 3rd Addition should be recorded with Hennepin County prior to any further consideration of development approvals. Copies of the recorded plats must be provided to the City (digital PDF format). 9. An update of the original and amended traffic impact study must be made to reflect the current site and building revisions. Food Court Site Plan Review Memo/Shingle Creek Crossing Page 2 October 25, 2013 10.All work performed and materials used for construction of utilities must conform to the City of Brooklyn Center's standard specifications and details. The City's standard details must be included in the plans. 11.The final plans must be certified by a licensed engineer in the state of Minnesota and forwarded to the City Engineer for approval. 12. 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 originally approved construction plan sheets) for any associated private and/or public improvements prior to issuance of the certificate of occupancy. The survey must also verify that all property corners have been established and are in place at the completion of the project as determined and directed by the City Engineer. 13. Inspection for the private site demolition and 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 "all improvements were 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. 14.The applicant is responsible for coordinating site demolition plans with all private utility companies(Xcel Energy, CenterPoint Energy, Qwest Communications, etc.). 15.No portion of building or appurtenant structures may encroach on the City drainage and utility easement. Easements and Agreements: 16. A Performance Agreement is required that includes all conditions of the project approval, subject to the final site plan approval by the City Engineer. 17. Subdivision/Development and Declaration of Covenants and Rights Agreements are required that includes all conditions of the project approval, subject to the final site plan approval by the City Engineer. 18. A permanent Encroachment Agreement is needed for the construction of the Sears entry on the northeast corner of the building. 19. Provide a detailed, certified survey specifically confirming that the existing Sears building does not encroach across the Sears property line. 20. A temporary agreement between property owners is required for all work located outside of the applicant's property. Anticipated Permitting: 21.A City of Brooklyn Center land disturbance permit is required. 22.A City of Brooklyn Center demolition and building permit are required. 23.A City of Brooklyn Center water and sewer permit is required. 24.An MPCA NPDES permit is required. 25. This project will require demolition to encroach on adjacent Sears's property and documentation must be submitted showing authorization for this activity. 26.A MPCA sanitary sewer permit may be required. 27. A MN Department of Health water main extension permit may be required. 28. Other permits not listed may be required and are the responsibility of the developer to obtain as warranted. Food Court Site Plan Review Memo/Shingle Creek Crossing Page 3 October 25, 2013 Prior to issuance of a Land Alteration and Building Permit. 29. Submit a recorded copy of the restrictive covenants(Subdivision Agreement). 30. Copies of all required permits must be provided to the City prior to issuance of applicable building and land disturbance permits. 31.Final construction/demolition plans and specifications need to be received and approved by the City Engineer in form and format as determined by the City. The final plan must comply with the approved preliminary plan and/or as amended as required by the City Engineer. 32. A letter of credit or 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. 33.A Construction Management Plan and Agreement is required that addresses general construction activities and management provisions, traffic control provisions, haul routes, emergency management provisions, storm water pollution prevention plan provisions, tree protection provisions, general public welfare and safety provisions, definition of responsibility provisions, temporary parking provisions, overall site condition provisions and non-compliance provisions. The plan must be in a City approved format and must outline minimum site management practices and penalties for non-compliance. A $5,000 cash deposit is required as part of the non-compliance provision. Through this document, the developer and property owner will acknowledge: a. The property will be brought into compliance within 24 hours of notification of a violation of the construction management plan, other conditions of approval or City code standards. b. If compliance is not achieved, the City will use any or all of the escrow dollars to correct any deficiency and/or issue. 34. Submit a $5,000 cash escrow for the costs associated with the City performing inspections and S WPPP reviews. 35. A preconstruction conference must be scheduled and held with City staff and other entities designated by the City. All aforementioned items, comments and recommendations are provided based on the information submitted by the applicant at the time of this review. The site plan must be developed and maintained in substantial conformance with the referenced plans, unless modified by the staff recommended conditions above. Subsequent approval of the final plan may require additional modifications based on engineering requirements associated with final design of the water supply, storm drainage, sanitary sewer, final grading, geometric design and other design elements as established by the City Engineer and other public officials having jurisdiction over approval of the final site plans. i O awi t� t a ( �V rl t1t! 71 •llt r 111 ---- _ oQO.C�O� ' o ' o00 oco o __---- �, �+ �_•..\ - - - c� C TY ROAD Nb� PYLON SIGN .. . OU ';`� ;� - ,� LP1. �� 06.x♦ - ,' ONUMENT SIGN --- - - � ,. rte it . 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SHOPS -1-_� U_ CROSSING 3,185 SF ---- ----- __ J BROOKDALE CENTER 65' —_ _ - REDEVELOPMENT BROOKLYN CENTER, MN SHOPS HOP I J w2 -at If f I w1 8,3' 52 SF I I 10 800 F ' ' T d01 FLOOR PLAN =od° 56'- 130' 68'-6" 180' 1 I I pRp EpT NUMBER: 0-1019-0I / •/ - . i' I 155UED DATE: 06-27-15 W: EIL 3 2 p GIHEGKED BY: K,q YNI ��LOOR PLAN Al I © O TRUE PLAN NORTH NORTH Architectural Consortium,L.L.C.2013 m a 0 ENGINEERING ENVIRONMENTAL sTEVE ULLEIAUG MINNESOTA POLWTION CONTROL AGENCY Er O CONTRACTOR: CITY OF BROOKLYN CENTER SANITARY SEWER EXTENSIONS.REM,METRO y sPR RJ SWLLLMEETMRE EDTHE-SITE ENGINEERING DEPARTMENT CORY MATHISEN FlGATIIXRS.'6301 SHINGLE GREEK PARKWAY 520 LAFAYETTE ROAD E BROOKLYN CENTER,MN 55430 ST.PAUL MN 55155 Y INSPECTOd AND' CERIFICATldN6 REQUIRED BY(763)589-3360 (651)297-2274 UTILITY SERVICE IES SHPLL BE PEy /A COMPLETKKNAND THE FINAL CONNECTION OF SERVICES. 0 E V■ R®VE 0 II— STORMWATER PLANNING AND ZONING ° ■ I V I L— 1 \�1 1 �� z o_ DIANE SPECTOR GARY EITEL e SHINGLE CREEK WATERSHED MANAGEMENT PLANNING AND ZONING COMMISSION ut ° COMMISSION/WI:NCIC ASSOCIATES,INC. CITY CE BROOKLYN CENTER CITY HALL THE PRESENCE OF GROUNDWATER SHOULD BE FOOD COURT Sheet Index > °- COMMISSION PIONEER GREEK CENTER. 8301 SHINGLE CREEK PARKWAY ANTICIPATED ON THIS PROJECT. CONTRACTORS BID SHALL w PO 9 PI 269 MAPLE PLAIN,MN 55359 BROOKLYN CENTER.MN 55430 INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. (783)X 249 A (763)56o-924t REFERENCE THE CONSTRUCTION CONTINGENCY PLAN BY 6010 COVER SHEET FIRE PREVENTION HEALTH DEPT. BRAUN INTERTEC DATED 05/27/2011 FOR GROUNDWATER 6020 OVERALL EROSION AND SEDIMENTATION n FIRE CHIEF LEE GATLIN BRIAN NDMA DEWATERING REQUIREMENTS. CONTROL PLAN PHASE 1 r°A BROOKLYN CENTER FIRE CHIEF MINNESOTA DEPARTMENT OF HEALTH FOR 6645 HUMBOLT AVENUE NORTH ENVIRONMENTAL HEALTH DIVISION OVERALL EROSION AND SEDIMENTATION . z° BROOKLYN CENTER.MN 55430 625 NORTH ROBERT STREET 6021 CONTROL PLAN PHASE 2 _ - (763)549-3600 P.O.BOX 64975 ALL CONTRACTORS MUST CONTACT FAX:(763)561-0717 ST.PAUL,MN 55164 (651)201-4700 GOPHER STATE CALL ONE 6022 EROSION AND SEDIMENTATION BUILDING DIVISION HENNEPIN COUNTY MN TOLLFREEUCTIO52-1166 SHINGLE CREEK C RO S S I N G CONTROL DETAILS -an MALLORY HCI.MEN ROBERT BYERS BEFORE CONSTRUCTION BEGINS BUILDING OFFICIAL SENIOR TRANSPORTATION ENGINEER TWIN CITY AREA 651-454-0002 EROSION AND SEDIMENTATION BUILDING&COMMUNITY STANDARDS HENNEPIN COUNTY PUBLIC WORKS 6023 CONTROL DETAILS " E 6301 SHNGJ:CREEK PARKWAY 1600 PRAIRIE DRIVE c BROOKLYN CENTER MN 55430 MEDINA MN 55340 6031 DEMOLITION PLAN (. (763)589-3330 (612)596-0359 LOCATED AT E FAX(763)561-0717 FAX:(763)478-4000 6048 OVERALL SITE PLAN ❑ :U s 6041 SITE PLAN ` XERXES AVENUE NORTH AND COUNTY ROAD 10 6044 SITE DETAILS 11 6045 SITE DETAILS O R PROJECT TEAM BROOKLYN CENTER, MINNESOTA 6046 SITE DETAILS < 6051 GRADING AND DRAINAGE PLAN 6054 GRADING AND DRAINAGE DETAILS t is OWNER/DEVELOPER ARCHITECT CIVIL ENGINEER SECTION 2, TOWNSHIP 118N, RANGE 21W <_°'° E LOREN K.VAN DER SLIK KATHY ANDERSON,AIA LUCAS G PAYNE,P.E. 6061 UTILITY PLAN GATUNDEVELOPMENT COMPANY ARCHITECTURAL CONSORTIUM KIMLEY-HORN AND ASSOCIATES,INC. PARCEL ID# 03-118-21-41-0026 Z -�w~< w ° 888 LAS OLAS BLVD.ST BDD 901 NORTH THIRD STREET,SUITE 220 2550 UNIVERSITY AVENUE WEST,SUITE 238N 6064 UTILITY DETAILS it T 5 a fi FORT LAUDERDALE,FL 33301 MINNEAPOLIS,MINNESOTA 55401 SAINT PAUL,MINNESOTA 55114 (954)302-59DO (612)436.4030 (651)645-0197 6081 PHOTOMETRICS PLAN 8 (954) <ffo� ti FAX 302-5907 FAX(612)892-9960 FAX(8511645-.5118 6102 LANDSCAPE PLAN ' o a lz 3 LOCAL CONTACT:RICH KAUFFMAN V CELL(612)916-5913 LANDSCAPE ARCHITECT 16105 LANDSCAPE DETAILS E TODD HALUNEN,RLA ~ O KIMLEY-HORN AND ASSOCIATES,INC. E 2550 UNIVERSITY AVENUE WEST,SUITE 238N SAINT PAUL,MINNESOTA 55114 V (651)645-4197 O C 0 Z U O 3T5 ogi ° .. FAX(651)645-5116 y G m w w a Z ¢WNW i '� fi Q N 15 a N 3 A 1 aaaS� k GEOTECHNICAL ENGINEER ENVIRONMENTAL/ u� w 59th AVE. ° sTEVeMARnN,P.e HAZARDOUS MATERIALS ® AO .. E BRAUN INTERTEC CORPORATION GREGG KRUSE 45.HILLSVIEW RD. o BRAUN INTERTEC CORPORATION J O 5 'O R WAY OR' 3 1828 BUERKLE ROAD PROJECT LOCATION SAINT PAUL,MN 55110 11001 HAMPSHIRE AVENUE SOUTH AVE. N. 2 z m m w (851)487-3245 MINNEAPOUS,MN 55438 RANCE pL Q 0 o 1U 5 y w FAX(651)487-1812 (952)995-2000 J —"(��G//}6 < z i m N FAX(952)99S202D 57th AV. T a O� 0 8 BURGUES LA. 0- 56 (h �t7s¢ DR. 6 56th AVE. ¢ S 5 0. ° i AV E. mop`(- JOB ° UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT ECKBERG DR. PG E RICON' DR. z o § UTILITY/GOVERNING CONTRACTOR RESPONSIBILITY OTHERS RESPON5IBIUTIES �-• w s AGENCIES CONTACTS o Q P A V U �' z 55th AVE.z N. LLB W CENTERPOINT ENERGY COORDINATE CONSTRUCTION ACTIVITIES WITH GAS GAS LINE DEMOJTION WILL BE DONE BY GAS COMPANY,GAS 7 55th I rjSYh N w W ,�. W fi 700 LWDEI,P.O.BOX 1163 COMPANY TO ENSURE DEMOLITION OF GAS LINE IS COMPANY TO LOCATE PAID STAKE EXISTING GAS PIPING TO J Z > > > �♦/�� V=i U MINNEAPOLIS.MN 55404 COMPLETED PRIOR TO ANY OTHER DEMOUTI ON AND TO REMAIN PRIOR TO CONTRACTOR STARTING ANY DEMGJTION. m AV.Q ~t{,Ij, X O — Q �6 •L Q $4th Q A vJ GAS CONTACT:BERNICE THOENNES ENSURE INSTALLATION OF GAS LINES ARE COMPLETE SERVCE FROM THE POINT OF CONNECTION AT THE EXISTING LINE 54th Q p (612)342-5123 PRIOR TO PAVING OR CURB PLACEMENT. UP TO AND INCLUDING SETTING OF METER WILL BE BY d W C W w Z Q O CENTERPCINT ENERGY. S3fd PL• N x LILAC DR. vI j w ° ANY RELOCATIONS OF EXISTING WILL BE DONE BY GENTERPONT ci N > LU ° Y T7 Q Q a J Ezj O p OWEST/CENIURYLNK • COORDINATE CONSTRUCTION ACTIVITIES WITH ANY RELOCATION O'EXISTING UTILITIES WILL BE 53rd AVE. N. Z 53rd o! AV E. Q z 7 PO = 2800 WAYZATA BOULEVARD ROOM 300 TELEPHONE COMPANY TO ENSURE INSTALLATION OF DONE BY OWEST. Q`F 3 t.l O MINNEAPOLIS,MN 55405 UNDERGROUND UNES ARE COMPLETED PRIOR TO PRIOR TO BACKnU_NG THE TRENCH,OWEST TO Z Z •' CONTACT:CHRISTY ALLGOOD ASPHALT OR CURB PLACEMENT. INSPECT ARD APPROVE THE INSTALLATION OF Q Z Z Z Z Z Z Z Z U ar CABLE/ (612)381-5563 PROVIDE AND INSTALL 2-4•SCHEDULE 40 PVC CABLE. Z ° CONDUITS WITH PULL ROPES,INCLUDING ALL GABLE.WILL PROVIDE AND INSTALL ALL MATERIALS •L 52 nd AV E. N. 52 nd AVE Z •N: N In TELEPHONE TRENCHING AND BACKFlWNG.FROM THE RIGHT O NEEDED TO ESTABLISH PRIMARY SERVICES FROM �J w LIl 5 POINT O CONNECTION AT THE EXISTING LINE UP D J > WAY 70 THE BUILDING. _ PROVIDE AND INSTALL PULL BOXES AS PER TO THE XNCTION BOX TELEPHONE COMPANY REQUIREMENTS. XCEL ENERGY COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRIC XCEL WILL PROVIDE AND INSTALL ALL MATERIALS NEEDED TO VICINITY W B]O MONTICELLO LANE COMPANY TO ENSURE INSTALLATION OF UNDERGROUND ESTABLISH PRIMARY OVERHEAD/UNDERGRWND SERVICE MAPLE GROVE.MN 55389 UNES ARE COMPLETED PRIOR TO ASPHALT OR CURB FROM POINT OF CONNECTION AT THE EXISTING LINE UP TO Q THE TRANSFORMER. N.T.S. 0 ~ CONTACT:ROBERT TORRES PLACEMENT. n I1 ELECTRIC (783)4g3-167, PROVDE AND INSTAL CONDUITS WIlH PULL ROPES, XCEL WILL PROVIDE AND INSTALL PRIMARY CABLE FOR ALL / IN TRENCHING AND BACKFIWNG. UNDERGROUND UNES UP TO THE TRANSFORMER. o -- CONSTRUCT/INSTALL TRANSFORMER PACE AS PER THE ANY RELOCATION OF EXISTING LINES OR POLES WILL BE Z Z Q P XCEL SPECIFICATIONS-PROVIDE AND INSTALL ALL DONE BY XCEL ENERGY. U SECONDARY SERVICE AND MATERIALS. RELOCATION COSTS SMALL BE PAID BY THE GENERAL wa CONTRACTOR AND REIMBURSED BY OWNER AT FACE VALUE PREPARED BY Cn fi CITY OF BROOKLYN CENTER PROVIDE AND INSTALL.SANITARY SEWER UNES AND REQUIRED INSPECTIONS AND APPROVALS WILL BE ON F'- W ENGINEERING DEPARTMENT ASSOCIATED APPURTENANCES PER THE PLANS AND DONE BY THE INSPECTOR FOR THE CITY Di ❑_❑ I(imley-Horn 11 z U 6301 SHINGLE CREEK PARKWAY SPECIFICATIONS. BROOKLYN CENTER AND THE ENGINEER OF RECORD. - BROOKLYN CENTER.MN 55430 ALL PUBLI C AND PRIVATE SANITARY SEWER UNES and Associates,Inc. uJ Q fi SANITARY (CON)CT.STEVE LALEHAUG SIIALL BE PER CITY OF BROOKLYN CENTER Y U O REQUIREMENTS. y COORDINATE REQUIRED INSPECTION SERVICES WITH LIJ ° - ENGINEER DEPARTMENT.SEE aw OF BROOKLYN N FOR CENTER LLI Z U m REOUIREMENTS. J O F c J IY IZI ° CITY CE BR001(L•M CENTER PROVIDE AND INSTALL ALL WATER MAINS AND REWIRED INSPECTIONS ARO APPROVALS WILL BE f fi ENGINEERING DEPARTMENT ASSOCIATED APPURTENANCES PER THE PLANS ARO DONE BY THE INSPECTOR FOR THE CITY OF Y O r 53M SHIN CREEK PARKWAY SPECIFICATIONS. BROOKLYN CENTER AND THE ENGINEER OF RECORD. 0 0 BROOKLYN CENTER MN 55430 ALL PUBLIC AND PRIVATE WATER MAINS SHALL BE PER W O Z CONTACT:STEVE ULMN 554 CITY OF BROOKLYN CENTER REQUIREMENTS. ��J O 0 WALL PORTIONS OF THE FIRE PROTECTION WATER V > (763)569-3340 SYSTEM SHALL BE INSTALLED BY A LICENSED FINE U COMPANY WATER SPR GATLIN DEVELOPMENT INKLER CONTRACTOR. Z m Z Z ALL PORTIONS CE OTHER NON FIRE PROTECTION RELATED LINES MAY BE INSTALLED BY THE z ° PLUMBING CONTRACTOR. W U g COORDINATE REQUIRED INSPECTION SERVICES WITH ^ W / ENGINEER OF RECORD AND CITY O BROOKLYN CENTER S > fi UTUTES DEPARTMENT.SEE UTILITY PLAN FOR p REQUIREMENTS. PLEASE REFER TO THE FOLLOWING REPORTS PREPARED BY BRAUN DATE �I 5 3 - CITY O BROOKLYN CENTER PROVIDE AND INSTALL ALL STORM SEWER UNES AND REWIRED INSPECTIONS AND APPROVALS MLL BE INTERTEC CORPORATION FOR GEOTECHNICAL INFORMATION: 10/17/2013 ENGINEERING DEPARTMENT ASSOCIATED APPURTENANCES PER THE PLANS AND DONE BY THE INSPECTOR FOR THE CITY OF GEOTECHNICAL EVALUATION REPORT PROJECT NO. / fi STORM 6301 SHINGLE CREEK PARKWAY SPECIFICATIONS. BROOKLYN CENTER.(IF REQUIRED)ENGINEER O SHINGLE CREEK CROSSING DATED JUNE 9,2011 AND THE y SEWER BROOKLYN STEVE ULLE 55430 INFORMATION SPECIFICATIONS AND GRADING STORM SEWER N FOR RMES READ'AND OTHER APPLICABLE AGENCIES. ADDENDUM DATED MAY 2,2012. 160633001 SHEET NUMBER E (765)569-3340 6010 E THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES,THE CONTRACTOR SHALL PROVIDE ANY AND ALL APPURTENANCES,TRENCHING AND BACKFILL,AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED. o ° O � 10 11 12 13 14 16 17 18 19 20 1 2 3 4 5 6 7 8 9 r DEVELOPER/OVMER: CITY OF BROOKLYN ED GATLIN DEVELOPMENT COMPANY,INC. CENTER: 888 LAS OLAS BLVD.ST 600 w A �/j , \`\ `•� '� FORT LAUDERDALE,R 33301 CITY SHINGLE BROOKLYN CENTER p CRI_(\X/ (954)302-59D0 BROOKLYN CENTER.MIN 55430 ` v OFF-SITE MATERIAL AREA(S) INFORMATION .� I PROTECT EXISTING VEGETATION \ �. BORROW 517 NAME: \ Dlsaosu SITE NAME: SITE OPERATOR/GENERAL CONTRACTOR: j / MOW AS REQUIRED THROUGHOUT �\ / \ / DISPOSAL SITE ADDRESS: CONSTRUCTION.CONSTRUCTION % \\ BORROW SITE ADDRESS: 0 �1/ / _ TRAFFIC/EQUIPMENT SHALL BE \ /i\� \ BORROW SITE PERMIT HOLDER: DISPOSALS E PERMIT HO DER: B j' LIMITED TO PROPOSED WORK X, I 1 [VICINITY 5 ] // AREAS.ANY AREA DENUDED FOR - \ // + BORROW SITE PERMIT NO: DISPOSAL SIZE PERMIT NO: MAP,USGS QUAD MAP,OPERATION TIME + a(/ `` _ \ SCHEDULE,ALL GENERAL EROSION AND SEDIMENT 11 j j UTILITY INSTALLATION SHALL BE l f\ / BORROW SITE PERMITTING AGENCY: DISPOSALS E PERMITTING AGENCY: CONTROL NOTES.MAINTENANCE NOT ES AND NOTES ME ON o i f,l 3t i STABILIZED WITHIN 7 DAYS. _--' �� _ 1) CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE EROSION AND SEDIMENTATION ECONTRO?DETAILS 2) BORROW AND DISPOSAL INFORMATION IS NEEDED FOR SOL FILL AND SPOIL MATERIALS ONLY. .PRESENCE OF GROUNDWATER SNDLD BE 3) CONTRACTOR SHALL STATE NOT REWIRED FOR THIS PROJECT"IF ONE OR BOTH ARE NOT REQUIRED FOR PROJECT, DAINCLUDE ONICONSI ERAIIDN FORCTOR'S _ DID SHALL AN Z ADDRESSING THIS ISSUE. FLOOD ZONE NOTE: ° J� THE PROPERN APPEARS TO BE SITUATED IN b0 ZONE"X"AND FLOOD EXISTING C / PV ANT TO F.E,I,A.FCOMM COMMUNITY PANEL PY g. \ Y -�'' / NORTH SEPTEMBER 20004.E.REVISION DATE Q APPLEBEES gl:= yW` D <,.,/• /i J !"A J �°' \ -� �"'� Y U..ry...,Y / ALL CONTRACTORS MUST CONTACT Rz !'\` / D Bo 120 GOPHER STATE CALL ONE ❑ y MN TOLL FREE 1-800-252-1166 '� \ r �f ,/' �•y ` __ \ SCALE FEET BEFORE CONSTRUCTION BEGINS R TWIN CITY AREA 651-454-0002 " , r fi / /� f �• ' T CE \\ CONTRACTOR TO COORDINATE PHASING OF WORK „ // ' :`, �Z • SS _.. \ WITH THE CONSTRUCTION MANAGER. �wwo o E z I t I / l / f l ?' j ( •• - l �\ THE CONTRACTOR DSTURBANCE.'MACH WORK NGLUDESIN ry=/� �az E. (� STORAGE OF MATERIALS AND EQUIPMENT. Vl LJ v I j ' ' / �• : 4, CIF �. J GONTRAGTOR IS RESPONSIBLE FOR RETURNING ��g d f \ I \ ALL AREAS AFFECTED• ' J • •' 9 \\ AS D00 AS EXISTING BN BETTER. A CONDITION Z gig-, W O tw - ` / "; �� \C\`� `' \ it ( ~ ON-SITE UMITS OF DISTURBANCE TO END AT P \\ )! I Ey THE PROPERTY LINE.REINFORED SILT FEN.TREE F U T #` ` A$$ ] \"G, "JJ CONSTRUCTED FENCE THE PROPERTY LINE ,/ AND OUTSIDE OF ALL PROPOSED IMPROVEMENTS. Ea - ; $/ ,�\ $$$• ': •./ : AREA \\ ` / ( ONES ARE OFFSET FOR CLARITY. Few ^ $ X _ 5 / s \` �� �� s P.\ ,\\ \ I / SITE FEATURES z g;sW: O o 1 /\ �I ' �• �j \ v� �j %•% ' DIRECTON OF OVERLAND FLOW 1 g0nE� ELOCA ED (STING T \ PROPERTY UNE CONSTR TON FENCE ^ ♦♦ ♦ !i �� \ �. \ ACREAGE SUMMARY PROJECT DISTURBANCE o w w ( _ ........... PROPOSED LIMITS OF a G E / ' -/ \\� ` -- �' \ -'TO LIMITS 0 FOOD AT TOTAL BUILD OUT .. DISTURBANCE a a g T t I R+++�i+ OVERALL DEVELOPMENT LIMITS OF p y ♦A P r, "� �`\ COURT CO N. (TO NEAREST aANTER A RE.PER IN—R.PERxIT) � m \ \ TOTAL PROJECT AEA eTpO ® EXISTING BUILDING Q o T _v' .. N('Y _ \ \ ,\\ ON-SILL.DISTURBED AREA X50 EXISTING CONTOURS �• f'" `'` '�\' 1` - OIN-SITE DISTURBED AREA(FOD COURT) 13.00 .— PROPOSED CONTOURS c V v ( i `R{R1114A E AR \ OFF-SILL.DISTURBED AREA 01.25 r ( \ .\ \ TOTAL D15NRBED AEA MUST MATCH N01 ] Q••I �\``0.9 �. / 8000 ZONE%(PANEL NO 2]01510212.) cl LIJ RSF : g Z w H `.� \ _._ \ E TING BLUING q IMPERVIOUS AREA AT COMPLETION 42.]8 //) 1, i j \ (RETAIL 5F{OPS) J y' \\\ \ ' \ PERNB S/SEEDED AREA AT GOMPLE ON 2.00 FOOD ZONE AE(PANEL N0.2]01510212.) �l fff\\i O O r1 0. � NNRE DEVELOPMENT(PERM.STABILIZED IN PH.1) L.L J I \ \ Q Z `` \ ` O /S T( 'I I \. ACREAGE SUMMARY - - LIMITS OF DRAINAGE SUB IRAINAI Q EXISTING BUILDING F . TPRINT y j. ` \ \•, FOOD COURT < k / - \ STORMWATER DISCHARGES DIRECTLY \ ` \� \ z a n '( �� TO EXISTING STORM SEWER) TOTAL,�• } I'I ..� e. ' � ` '�•�• \\ (i0 xEAREST WM1FR ACNE.PER MN 4ENERN.PE 81)00 � "� n = - `J \ ;_` / \ ON PROJECT AREA AREA I3.OD EROSION DETAILS J J i• _ N :t �' ; I'' ( \\ \\� OFF-SITE DISTURBED AREA Q00 J Q O ° -- SWPPP INFORMATION SIGN _ I'�V" \ �a� /" TOTAL DISTURBED AREA \ \1 13.00 ® Q Lij RAINAGE AREA C / - I `� \ \\ \\\ - •\ IMPERVIOUS AREA AT COMPLETION 12.50 ® - PA AREA INLET PROTECTION SEDIMENT CONTROL VJ ( �• .•`� ♦ I PERVIOUS/SEEDED AREA AT COMPLERN 0.50 W Z ✓%i { 1 I M '� /- (� \ / \ 1 ♦ \\ ® O SILT FENCE INLET PROTECTION \ O ( 4.16 AC. 'l P \� I M O CURB INLET PROTECTION SEDIMENT CONTROL O U N $ i1 `1) 11 /-- \ \.. / \ 1RAINAGE AREKH V\ 1 \ ( �,�c \ \ 2.19 AC. \ \\ , ® cD W {{{ ` CONSTRUCTION EAT E XISTING REINFORCED SILT FENCE z FILTREXX SEDIMENT CONTROL ^ Q/ i c III- If`- /-� \: `_`\ ` BR \\ \. \\ ® 'NO CONSTRUCTION TRAFFIC'SIGN O L`U K r v -I / - CF w \ ��.- v h v . W U \ ® CONSTRUCTION FEN. U Z r ; 1 DRAINAGE AREA B /'BR I \ EXISTING SEARS \ / v w U OU ( 1 1.77 AC. /!] .�::.�..,\ \ RSF f Lu O A - c� Y R 00 BR s - o M ; I•o�• % } , \ , \\\,,\ \ \ DATE 10/17/2013 PROJECT NO. 160633001 o SHEET NUMBER 1 \ 6020 0 0 1 2 4 5 6 7 8 9 10 11 12 13 14 16 17 18 1 19 1 20 • PROTECT EXISTING VEGETATION. / . :: ,- -- DENEoLoO�E RlOWNoER:1N0 CENTER: m 13 MOW AS REQUIRED THROUGHOUT FORT LAUDERDALE,FL scam CITY OF BROOKE N CENTER N .. (954)302-5900 6301 SHINGLE CREEK PKWY O A TRAFFIC/EQUIPMENT SHALL BECONSTRUCTION.CONSTRUCTION / / / BRBROOKLYN CE N ER,MN 554 3 0 I / LIMITED TO PROPOSED WORK - �� i.; SITE OPERATOR GENERAL CONTRACTOR: f AREAS.ANY AREA DENUDED FOR , s �\ y OFF-SITE MATERIAL AREA(S)INFORMATION x 's UTILITY INSTALLATION SHALL BE +*\(. r (// STABILIZED WITHIN 7 DAYS. �`\ / \\� f��- t'_r�� BORROW SITE NAME: DISPOSAL SITE NAME. N Lj B _ '�I / ��- t\I ``•�\ ! ��� -/ • ._./° �// BORROW SITE ADDRESS: DISPOSAL SITE ADDRESS: 5 _ f] !i) / 7F�j- / /i �,, :\ ````yam\\ • .S�^r: U/ BORROW SITE PERMIT HOLDER: DISPOSAL SITE PERMIT HOLDER: VICINITY MAP,USCS QUAD MAP,OPERATON TIME m SCHEDULE,ALL GENERAL EROSION AND SEDIMENT CONTROL NOTES,MAINTENANCE NOTES AND BORROW SITE PERMIT N0: DISPOSAL SITE PERMIT NO SEQUENCE NOTES ARE ON SHEET 6022 �• . • \ EROSION AND SEDIMENTATION CONTROL DETAILS. �/ '\l\/•' `ks ~ ( \ ` BORROW SITE PERMITTING AGENCY: DISPOSAL SITE PERMITTING AGENCY. THE PRESENCE OF GROUNDWATER SHOULD BE _ Z ANTICIPATED ON THIS PROJECT.CONTRACTOR'S / h BID SHALL INCLUDE CONSIDERATON FOR G, ; / ` F.: \ \ �' �� / \\ \ 1) CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE ADDRESSN3 THIS ISSUE. } �+ BORROW AND DISPOSAL INFORMATION IS NEEDED FOR SOIL FlLL AND SPOIL MATERIALS ONLY. _ _ ,' j' �,♦/ a \ ) CONTRACTOR SHALL STATE NOT REQUIRED FOR THIS PROJECT"IF ONE OR BOTH ARE NOT REQUIRED FOR PROJECT, FLOOD ZONE ANOTE:O SKATED IN •^ i; ' I / l ' 'c✓.:-- "I�� �, 1 ``` ` \\ 11 FLOOD ZONE % AND FLOOD ZONE"AE". 3 / T § 1 ! t\ / ♦ 1 \ I PURSUANT TO FEMA COMMUNITY PANEL X'.y / '',` ♦ ♦ \-` NUMBER 2R 0151 002012 E.REVISION DATE SZ / P NORTH SEPTEMBER oz ¢ _ D / _ ♦ BUILDINGS \ K (- ��♦ F.F.E.=853.0 \ t 1j ''cis ALL CONTRACTORS MUST CONTACT #, `/,�, f/ `.F \\ I 0 120 zaD GOPHER STATE CALL ONE /' ;�•� Y t / •.�f ♦j B LDI G6 ,�Y` a' r �� MN TOLL FREE 1-800-252-1166 'z ❑ 6 +� �,/� ttt�. ♦ I F.F. .0 < `.\ '\\\ .� scALE FEET O " BEFORE CONSTRUCTION BEGINS TWIN CITY AREA 651-454-0002 H .~` • ♦ / .F 53. M' �- CONTRACTOR TO COORDINATE PHASING K � \ ♦ P WITH THE CONSTRUCTION MANAGER ° E F a' ♦ ♦♦ - / BUILDING4 ° \� E /' P F.F.E.=653.0 \ ` ^ THE LIMITS OF DISTURBANCE.WHICH INCLUDES INK w . d � ' / `, \ \ STORAGE OF MATERIALS AND EQUIPMENT. CIS �wV w 3 t' / \\, -`• BUILDING8 - -- -. - CONDITION 3 _�' `\ y `.,� F.F.E.=853.0 Q+ `t` ALL CONTRACTOR AFFEC G ORBBE LE ER�RAETUR NC z il'\ \ \ \\ I' �\ NI O J d AS GOOD AS EXISTING is F ON-SITE LIMITS OF DISTURBANCE TO END AT d= \1'4, 1� ♦•/'� / ,, THE PROPERTY LINE.REINFORCED SILT FENCE €mom V Z E AND TREE PROTECTION FENCE TO BE A 1 BUILDING3 - \ � CONSTRUCTED JUST INSDE THE PROPERTY LINE W ~ LY Q� F li 1 \ AND OUTSIDE OF ALL PROPOSED IMPROVEMENTS. E BUILDING9 F.F.E.=853.0 L \ r•I \ 1 LINES ARE OFFSET FOR CLARITY. / �A FE, 853,0 /r V FaCwd ILDING2 P A r \ F.F.E.=85. \ �'r `i` ACREAGE SUMMARY — PROJECT SITE FEATURES z g�N6jo Jo n 8 V 1 AV v AT TOTAL BUILD OUT X _ Ri DIRECTION OF OVERLAND FLOW 8r 5 V+z 1 \ (TO NEAREST QUARTER ACRE.PER MN GENERAL PERMIT) 1 �d � Q 11 I 1 �.t../ " Crr'"- \ ` \`V`` : •_�'___.• • PROPERTY LINE ° y TOTAL PROJECT AREA IS ciao h . ` - PROPOSED LIMITS OF DISTURBANCE 11 I '� ON STE DISURBED AREA 40.5p ....... OVERALL DEVELOPMENT UNITS OF DISTURBANCE a w U G E l 1 1 \ BUILDING 1 �. �.. ♦ I ' 13.00 .... p - , I ✓ , \ f` \ ON-S TE DISURBED AREA(TOW COURT) p Ym R I a\\� ,�✓ m F.F.E.=853.0 \, \ \11 \ OFF-STE DISTURBED AREA 01.25 ® EXISRNG BUILDING Z m TOTAL DISURBED AREA MUST MATCH NO[) 54.75 EXISTING CONTOURS Q ,` \ \ 42.]5 PROPOSED CONTOURS p , S \\ \ IMPERVIOUS AREA AT COMPLETION -- yd / ♦ \` I I FLOOD ZONE X(PANEL N0.2701510212E) Q N 1 • \` I— \\\ \\� 1 i PERVIOUS/SEEDED AREA AT COMPLETION 12.00 L_J $ } P \\ \ -` ACREAGE SUMMARY — p LLI H i� 1 \ MAC /BUILDING 1 - _ 1 1 ` //- ��� -y O \\\e\\ \ \'\ TO NEAREST FOOD PER COURT GENERAL PERMIT) ROOD ZONE AE(PANEL N0.2]01510212E) `^ n VJ x 1 .•.• /� F.E.=852.6 ` P \ \�. \ ( Q G_ � 1 I 1• i� p,..�/ \ , \ \ TOTAL PROJECT AREA a1.QO �%�-> 1300 a. FUTURE DEVELOPMENT(PERM.STABIUZEO IN PH.1) Z O T J , ( // , \ \ ON-SITE DISTURBED AREA O LL 1 ✓ `/// ` \ ``\V •• \ (\ \ OFF-SITE DISTURBED AREA OQU r w I P 3.00 EROSION DETAILS U) Q Z IMPERVIDOUS AREA ­1­-.1 12.50 ® SWPPP INFORMATION SIGN O Q O.Do Z J 1 PERVIOUS SEEDED AREA AT COMPLETION OAREA INLET PROTECTION SEDIMENT CONTROL � � LL `I '•1 I �� ` EXISTING SEARS \ ?\�\ �- ® J �"� .�`��r\ \ ,\ O SILT FENCE INLET PROTECTION J Q 0 (NOT IN \ ® O CURB INLET PROTECTION SEDIMENT CONTROL W LL \. ....... !J:/ -�-•. \ �L �^( \ i' CONSTRUCTION EXIT LU Z a J S ) \v �� ' •"l• a i \ / - -/ —"•— EXISTING REINFORCED SILT FENCE ° 1 1,A 1 .. �'" �� �• \ 1 i. _�` / /-� �� O FILTREXX SEDIMENT CONTROL Q d . 7 1 c.' �•. \ \ Y 1 \\\� \` 'S // / \\ \ ® -NO CONSTRUCTON TRAFFIC-SIGN W O °u \ s � � - � .Y ` � I f, ./ �� � _ © CONSTRUCTON FENCE Z b \\\\�� \ Po PERVIOUS AREA(REF.LANDSCAPE PLAN) vJ W K .i1� ••�•••� ` '} { /,O III•, 0� ON W w 2 ' .♦ / \ \\`\\ ' 1\ \\ O ARCHITECTURAL APRON W Z N a 111 • I / / �/ o 1 \ OF o o _ ,.c \. �• / �`2 iii DATE 10/17/2013 PROJECT NO. a i E \ 1 \ 160633001 /'�.,, ` N a•„J i ` V \ I ( \ \ ' �l `? ®]E SHEET NUMBER �V �z j• ;o \ 1 i I l !! 6021 o 8 g 10 1 2 3 4 5 6 7 m GENERAL EROSION AND SEDIMENT CONTROL NOTES ENVIRONMENTAL NOTES _ 1. A CONSTRUCTION CONTINGENCY PLAN(CCP)HAS BEEN a A THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THE SITE MAPS,DETAIL SHEETS,THE PLAN PREPARED FOR THE SITE SY BRAUN INTERTEC DATED 05/272011 o NARRATIVE,ATTACHMENTS INCLUDED IN SPECIFICATIONS AN DOCUMENT'S. SUBSEQUENT REPORTS AND RELATED ALL CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH DOCUMENTS. THE"CCP'ASAPPROVED BY THE MPCA. B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORMWATER POLLUTION PREVENTION SHALL A. THE SITE MAY CONTAIN CONTAMINATED GROUNDWATER OBTAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN AND THE STATE OF MINNESOTA NATIONAL AND SOILS AS A RESULT OF CLOSED LUSTS(LEAKING POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT(NPDES PERMIT)AND BECOME FAMILIAR WITH UNDERGROUND STORAGE TANKS),FORMER DRY CLEANER, A THEIR CONTENTS. AND ORO.AS A RESULT,SCREENINGS MUST BE E C.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP.ADDITIONAL PERFORMED BY A BRAUN INTERTEC TECNICIAN ON SOILS BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL UNCOVERED AS A RESULT OF DEMOUTION AND DURING N COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. EXCAVATION OF CONTAMINATED SOILS. Z _ D. BEST MANAGEMENT PRACTICES(BMPS)AND CONTROLS SHALL CONFORM TO FEDERAL,STATE,OR LOCAL O _ B. SOIL VAPOR INTRUSION INVESTIGATIONS MUST BE N REQUIREMENTS OR MANUAL OF PRACTICE,AS APPLICABLE.CONTRACTOR SHALL IMPLEMENT ADDITIONAL COMPLETED PRIOR TO BUILDING CONSTRUCTION TO 5 CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. DETERMINE WHETHER SOIL VAPOR INTRUSION MITIGATION 3 E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS.PERMITS FOR ANY CONSTRUCTION ACTIVITY IS NECESSARY. IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALLTIMES. C. PRIOR TO ANY DEWATERING,THE CONTRACTOR SHALL F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE PREPARE A SPECIAL DISCHARGE APPLICATION AND SUBMIT BEST MANAGEMENT PRACTICES SEQUENCE GENERAL PERMIT. AND OBTAIN APPROVAL FROM METROPOLITAN COUNCIL, G.GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL CITY OF BROOKLYN CENTER,AND THE MPCA NO=PORTA-POTTY,LEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS:TRAILER,PARKING,LAY ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA,EMPLOYEE PAR KING AREA,AND AREA D. DUST CONTROL MUST BE IMPLEMENTED WHEN _ FOR LOCATING PORTABLE FACILITIES,OFFICE TRAILERS,AND TOILET FACILITIES.CONSTRUCT A BERM NECESSARY AS WELL A3 PROPER DECONTAMINATION DOOTTY,WHEEL WASH,STOCKPILE AREA,CONCRETE WASHOUT,MASON'S AREA,FUEL AND z DOWNSTREAM IN ACCORDANCE WITH SPECIFICATION SECTION 0237D. PRACTICES SUCH AS ROCK APRONS AT THE EXITS,STREET MAGE CONTAINERS,SOLID WASTE CONTAINERS,ETC.,IMMEOIATEDLY D ENOTE THEM ON THE H. ALL WASH WATER(CONCRETE TRUCKS,VEHICLE CLEANING,EQUIPMENT CLEANING,ETC.)SHPJ-L BE DETAINED SITNOTE ANY CHANGES IN LOCATIONS AS THEY OCCUR THROUGHOUT THE CONSTRUCTION SWEEPING,ETC. PRDITION,NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE AND PROPERLY TREATED OR DISPOSED. 2. SHINGLE CREEK IS AN IMPAIRED WATER ACCORDING TO THE SIT I. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE MPCA.ALL CONSTRUCTION SHALL FOLLOW THE GENERAL •no OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. PERMIT REQUIREMENTS FOR IMPAIRED WATERS AND IN PHASE 1 B ° J. DUST ON THE SITE SHALL BE CONTROLLED.THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR ACCORDANCE WITH THE SWPPP. S 8 TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. < K. RUBBISH,TRASH,GARBAGE,LITTER,OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED 1. INSTALL STABILIZED CONSTRUCTION EXITS,'NO CONSTRUCTION TRAFFIC'SIGNS,AND SWPPP4a? S. CONTAINERS.MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND INFORMATION SIGN. g OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 2. INLET PROTECTION ON OUSTING EAR ONLY THOSEAREAS NECESSARY TO INSTALL SILTFENCE)AND L. ALL STORMWATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN,AND IN THE STORM WATER INLET PROTECTION ON PARKING INLETS. ❑ a'= " POLLUTION PREVENTION PLAN,SHALL BE INITIATED AS SOON AS PRACTICABLE. 3. PREPARE AND STABILIZE PARKING IC CONTROL STRUCTURES £ M.ALL DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE,MUST BE STABILIZED TEMPORARILY WITH 4. INSTALL AND STABILIZE HYDRAULIC CONTROL STRUCTURES(DIKES,SHALES,CHECK DAMS,ETC.J_ THE USE OF FAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES,STRAW/HAY MULCH,WOOD CELLULOSE HALT ALL ACTIVITIES AND CONTACT THE CEC TO PERFORM INSPECTION AND CERTIFICATION OF BMPS. FIBERS,TACKIFIERS,NETTING OR BLANKETS AS SHOWN ON SITE MAP. N.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE GENERAL CONTRACTOR SMALL SCHEDULE AND CONDUCT THE STORM WATER PRE-CONSTRUCTION MEETING O S PERMANENTLY STABILIZED AS SHOWN ON THE PLANS.THESE AREAS SHALL BE SEEDED,SODDED,AND/OR WITH THE GEC,AGENCY(IES)AND GROUND-DISTURBING CONTRACTORS BEFORE PROCEEDING WITH -I VEGETATED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. CONSTRUCTION. 6 CHANNELS MUST BE STABILIZED WITHIN 24 HOURS.REFER TO THE SITEIGRADING PLAN AND/OR LANDSCAPE ALL EXCEPTIONS NOTED ON THE BMP CERTIFICATION FORM MUST BE ADDED TO THE FIRST DAILY REPORT AS A fV� o Y1 PLAN DEFICIENCY OR DEFICIENCIES AND RESOLVED WITHIN 24-HOURS.BMPS CAN NOT BE CERTIFIED IF ANY O.IF VEHICLES SHOW SIGNS OF TRACKING AND/OR DIRT,THEN IMMEDIATELY THE TIRES MUST BE WASHED w BEFORE THE VEHICLES ENTER A PUBLIC ROAD.IF WASHING IS USED,PROVISIONS MUST BE MADE TO EXCEPTION REQUIRES GREATER THAN 24-HOURS TO RESOLVE <o � INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE.ONLY USE } o APPROVED CONSTRUCTION R AND RAPT SS LOCATIONS. DAILY INSPECTIONS AND REPORTING MUST START THE DAY OF OR IMMEDIATELY AFTER BMP CERTIFICATION. z D ' P. ALL MATERIALS SPILLED,DROPPED,WASHED,OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM 0 a �3 a o C DRAINS MUST BE REMOVED IMMEDIATELY. 5. BEGINCLEARING AND GRUBBING AND DEMOLITION OF THE SITE IN THOSE AREAS PERTINENT TO THE V Td�o J'o T i Q.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION CURRENT LIMBS OF CONSTRUCTION. 5 POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN 6. BEGIN GRADING THE SITE. �y a w a= CONJUNCTION WITH THE STABILIZATION OF THE SITE m ' ti F R. ON-SITE S OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND 7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. SEDIMENTATION THROUGH STOCKPILE AND BRROWA AREAS SHALL PRACTICES.STOCKPILE AND BORROW 8. SEED CONSTRUCTION PHASE 9 AREAS,PROVIDEAND MAINTAIN EROSION CONTROL ANY STOCKPILE L3•4/ AREA LOCATIONS SHALL BE NOTED IMPLEMENTATION THE SITE MAP AND PERMITTED IN ACCORDANCE WIT H GENERAL PERMIT AREAS,AND MAINTAIN EROSION CONTROL MEASURES UNTIL CONSTRUCTION PHASE It KORK BEGINS. L°� a ° REQUIREMENTS. V €z ?N 5 S. SLOPES SWILL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF �j E u VELOCITIES AND EROSION. PHASE PHASE H B7o�o 0 T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES FENCES,ETC.)TO 1. TEMPORARILY SEED,THROUGHOUT CONSTRUCTION.DENUDED AREAS THAT WILL BE INACTIVE FORT �35v�ii a PREVENT EROSION AND POLLUTANT DISCHARGE. DAYS OR MORE.INS TALL EROSION CONTROL BLANKET ON SLOPES GREATER THAN 3:1. I g 80 0 E n U. SEE SITE PLAN FOR PERMANENT AND TEMPORARY SIGNAGE. 2. INSTALL UTIUTIES,UNDERDRAINS,STORM SEWERS,CURBS AND GUTTERS. LL ° V. GENERAL CONTRACTOR IS TO DESIGNATEADENTIFY AREAS ON THE SITE MAPS,INSIDE OF THE LIMITS OF DISTURBANCE,FOR WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAGE 3. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUTURES AS EACH INLET STRUCTURE IS o w w g E INSTALLED. a ¢ W.REFER TO SWPPP FOR REPORTABLE SPILL QUANTITIES OF PETROLEUM PRODUCTS AND/OR HAZARDOUS r WASTES. SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE 4. PERMANENTLY STA&VINGIO ERLAY THIN THE CUR ENT UMIEBROUGNST UCTIO. z m m X CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH EROSION CONTROL SEQUENCING 5. PREPARE SITE FOR PAVING/OVERLAY WITHIN THE CURRENT LIMITS OF CONSTRUCTION. a o S ° SHOWN ON THE SITE MAP.NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE'M TH THEIR SPECIFIC PROJECT SCHEDULE 6. PAVE SITE. D ¢ BE PERMITTED. CONSTRUCTION SEOUENCE JAN FEB M APR A JUN JUL AU SEP OCT OV DEC JAN FEB MAR APR A JUN JUL AU EP OCT 0 DEC 7. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR S ABI AREAS AS WORK PROGRESSES. a Y. THE SITE RECEIVING WATER IS SHINGLE CREEK WHICH IS AN IMPAIRED WATER.CONTRACTOR SHALL FOLLOW S. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS INCLUDING ALL MPCA REQUIREMENTS FOR IMPAIRED WATERS DURING CONSTRUCTION. TEMPORARY CONSTRUCTION EXITS OUTLOTS. Z SWEEP ADJACENT PAVED AREAS AS NEEDED OR DIRECTED BY THE CITY ENGINEER TEMPORARY CONTRA MEASURES 9. OBTAIN CONCURRENCE WITH THE OWNER THAT THE SITE HAS BEEN FULLY STABILIZED THEN: AASWEEP ADJACENT P REQUIREAS AS NE ENGINEER ED OR A.REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES, I]„I SEL SW PPP P INSPECTION REPORTS SHALL BE SUBMITTED DIGITALLY TO THE ENGINEERING DEPARTMENT WITHIN 12 SEDIMENT CONTROL BASINS B.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS,AND STRIP @STOCKPILE TOPSOIL C.ASK THE OWNER TO CONTACT THE CEC TO COMPLETE THE CEC ON SITE INSPECTION AND REPORT. CI) C1 HOURS OF COMPLETION. Ii. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION REPORT,MARKED'REPDY Z J ° RouGH GRADE o _ STORM FACILITIES TO TERMINATE PERMIT',IS SIGNED BY THE CONSTRUCTION MANAGER AND THE NOT HAS BEEN BMP MAINTENANCE EROSION NOTES Q O SUBMITTED. L L v ; ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN,AND IN THE STORM WATER POLLUTION SITE CONSTRUCTION r VI ° PREVENTION PLAN,SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FORA PERMANENT CONTROL STRUCTURES NOTE:THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIESCDNCURRENTLY Q W £ COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE.ALL EROSION AND SEDIMENTATION CONTROL FOUNDATION BUILDING CONSTRUCTION ONLY IF ALL PRECEDING BMPS HAVE BEEN COMPLETELY INSTALLED.BMP-RELATED STEPS IN THE ABOVE Q r MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR SEQUENCE ARE ITALICIZED FOR CLARITY. o THE APPUCABLE PERMIT,WHICHEVER IS MORE STRINGENT,AND REPAIRED IN ACCORDANCE WITH THE ONISH GRADING O W J U FOLLOWING. LDSCAPING SEED f2N L STABILIZATION O AN w SIGNS OF vJ G N 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACES IF THEY SHOW N UNDERMINING OR DETERIORATION. N Q o NED.AREAS LL _ O SEE THAT A GOOD STAND 13 MAINTAI 2. S SEEDED AREAS SHALL BE CHECKED REGULARLY T E SHOULDBEFERTILIZED,WATERED,AND RESEEDED AS NEEDED. 1)CONTRACTOR SHALL UPDATE THE TABLE BY DATING THE APPLICABLE ACPVITIES AS PROJECT PROGRESSES. W '^ 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED.SEDIMENT SHALL BE 2)TIME SCHEDULE MUST COINCIDE MTH SEOUENCE OF CONSTRUCTION. V/ O REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. _ t - S TRACKING OR a F'P' -1 MILE INFLUENCE-E I^ ON EXITS SMALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT nR T x `A2y1Y «°, £ 4. THE CON MUD N ,,� x. •Nx '� «u"wE p FLOW OF MUD ONTO PUBLIC RIGHTSAF-WAY.THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE £ HE EXITS AS CONDITIONS DEMAND. o• u ��q + _ $ 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION(SUITABLE FOR �( M yI, xa '/<1�X ` PARKING AND STORAGE).THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. «" F- a e OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS - 1 ^ ^ a AT ALL TIMES.SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN Hall / ) �. V z 3 «. ff u o i CAPACITY HAS BEEN REDUCED BY 50%. v 3 g R •AV « � " 1 1 �1 _ _ _ - lip 7 PRIOR TO LEAVING THE SITE ALL VEHICLES SHALL BE CLEANED OR DEBRIS.ANY DEBRIS AND/OR swMr 9 r r �`' 1° Z Z SEDIMENT REACHING THE PUBLIC STREET SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN •'*- 4 # sITE BROCI(DAIE ^tF' A 1 -I Y_ AL" «1a eW'd a , e BROq(LYN CENTER Mi- 1 p� % ° P:rn t. . "k�. O ¢ ° FLUSHING. ,1. p1. IAT as•We N LONG.W 190 w L c £ e. ALL MAINTENANCE OPERATIONS SHALL BE DONE WITHIN 24 HOURS AFTER THE DISCOVERY,OR AS SOON <y* U•;Eµ«n T qx vC U E AS FIELD CONDITIONS ALLOW. ^1A'1L${• « qd EB a� B�ROOI(LYN CE�I'f�ELIXIGN>D-1903"w 1.I.) LL STE I. J vG �Y i y S © ryy11, �. Musct ULTIMATE RECEIVING V'MTER ° i W1 '1 Y! . ` + -q ire. 0 0 SODDING/SEEDING NOTES _ 33 Y UJ O Cl F < � ..[.R4Y$ s�x. �Y ,� 5 e SHINGLE CREEK ����Mdj�g� ;a .I, z..Ii" r t� T� Y a � L Oo SOD SUITABLE AS LAWN >sw".v « �(.� � `t ��, / 4'd § J 0 m 1. PROVIDE SOD SPECIES,DEVELOPED PRIMARILY OF BLUEGRASS AND FESCUE SEED, e n gROOKDALE f>�'/Y� r TURF FOR THE REGION.SOD SHALL BE STRONGLY ROOTED,2-YEARS OF AGE MINIMUM,WEED,DISEASE, Ey Q { O z $ PEST FREE AND UNIFORM IN THICKNESS. ° xx« CENTER y : I / ( ;) I C.� Y E 2. DO NOT PLACE TOPSOIL UNTIL SUBGRADE HAS BEEN APPROVED IN ACCORDANCE WITH SECTION 02300. :: y Y K $ syn i n , REGIONAL STGfAUUTER ° t �,�f , " O R 3. BEFORE PLACING TOPSOIL RAKE SUBSURFACE CLEAR OF STONES,DEBRIS AND ROOTS.DISK,DRAG, «v.ti yn FACILITIES `rlt k O HARROW,HARLEY OR RAKE SUBGRADE TO A DEPTH OF Z'>"AND REMOVE STONES LARGER THAN I-12"70 4 `a ss< `�y Y 1+/b `, M� ,'�� >•� t.� I � d k4 'J'I^B PROVIDE BOND FOR TOPSOIL &E n \ P ` t -�' YI V LL U 0 4. SPREAD TOPSOIL TO A DEPTH OF 4"BUT NOT LESS THAN REQUIRED TOME FINISH GRADES AFTER LIGHT k 3 t Avc x 3«u 8+ .� .d ° ROVING AND NATURAL SETTLEMENT.ADJUST DEPTH OF TOPSOIL IN AREAS PDJACENT TO PAVED y"M •6 L in Y uvy 0.Y L a` y <t uLmm�TE RECEmrvG WATER �r 1 `I Z m Z z SURFACESORCUREISTOALLOWFORTHEPLACEMENTOFSOD. vc «w avM rL� •. SHINGLE CREEK / /zr`,IK ,•"./� lj = w 5. INCORPORATE SOIL AMENDMENTS AND COMMERCIAL FERTILIZERINTOTHE TOP 4"OF TOPSOIL TO ACHIEVE Y"«may 'I Ib" p to Z THE SPECIFIED TOPSOIL REQUIREMENTS.TILL SOIL TOA HOMOGENOUS MIXTURE. t yq «nu a x10 b Y y " y<I y Y y s<' Y J I1 '1 8. GRADE AREAS TO FINISH GRADES FILLING AS NEEDED OR REMOVING SURPLUS TOPSOIL FLOAT AREAS TO • R. 4 `<x a y y << y Le< f.i? , ,I o SMOOTH,UNIFORM GRADES AS INDICATED ON DRAWINGS. n T. CUT AND LAY SOD ON SAME DAY.ONLY HEALTHY VIGOROUS GROWING SOD SHALL BE WD.WIDE MACHINE W a „ «n f DATE u 5 LAID ROLES ARE ACCEPTABLE. y « 8€ , 6<I; N` n I 10/17/2013 j 8 8. LAY SOD ACROSS SLOPE AND TIGHTLY TOGETHER TO RESULT IN SOLID COVERAGE FREE OF GAPS. "B• W I ,� y`a ,v S $ a x 2 '� <G Laaa<� PROJECT NO. Y G 9. ROLL NEW SOD TO SET OR PRESS SOD INTO UNDERLYING SOIL Ok 9 '1 1 6 06 33 001 10. ALL FINISHED SODDING SHALL BE SMOOTH AND FREE OF LUMPS AND DEPRESSIONS. �'W�i \ a ° ,s w «�k (' T' ° 11. AFTER SODDING HAS BEEN COMPLETED,CLEAN UP AND THOROUGHLY WATER NEWLY-SODDED AREAS C ,N" �' O ,I 1 MILE INFLUENCE ZgJE a. T SHEET NUMBER E c IMMEDIATELY. 1"yam"•v• _ i..,• Y °.� - 6022 E 12. CONTRACTOR IS RESPONSIBLE FOR SOD WATERING FOR 30 DAYS AFTER PLACEMENT. SITE LOCATION MAP N�,a. L�'.se. rn SEED: NOT TO SCALE USGS QUAD MAP 13. REFER TO LANDSCAPE PLANS AND SPECIFICATIONS FOR PERMANENT SEEDING. SECTION 2-TOWNSHIP 18814-RANGE 21W NOT TO SCALE o € 10 POST s TOP RAIL`IND) IEIE LEIZET 1.90 IN OD,2.70 LB/FT ENDURO SHADE CLOTH By HEN HID GALVANIZED STEEL PIPE (OR EQVAL)DEE gVA.Z';j�f L"Ilk I W. (TYP ENTERPRISES,INC. A TEL:1-800-231-7275 NO.9 GAGE,0.140*±000-, Z' FINISHED SIZE GALVANIZED STEEL WIRES.2-MESH,TOP AND OTTOM SELVAGES TWISTED D BARBED CONFORMING V,-v1=T11W.1A--= 0 ASTM A392.A491,F568, N z F573. IE 9.E DEMI vD4 SM MW— I Y- � FENCE OST BASES,NTH 0R WITHOUT SAND BAG 'NO CONSTRUCTION TRAFFIC' Slg�j-o STABILIZATION,ARE NOT ACCEPTABLE PRACTICE ON (MTNL PRIWI-BY WMIXY-HORN AND—A� WAL-MART OR SAM'S EXPANSION PROJECTS. POST MUST BE EMBEDDED A MINIMUM INTO MI 2 PAVING. 4 FILTER SACKS ASPHALT FILTREXXOSERMENTCONTRDL(i) PAVING T AR U., FILL VOIDED AREA B POST WITH SAND ' TEMPORARY FENCE N.77— N 7� FENC 09/17/07 Q�n 7—%-X , S Ld C C A W P- 5,"T F 'E Nu TEMPORARY SEDIEN MT E18E @ PROTECTION..�8 SILT FENCE INLET o G ROAD DRAIN INLET PRO 0 c/) -i 0 C) 0 :;z < < w EXCAVATED INLET r rza mw-� 0 Z LU 0 0 0 Lu E LLJ .9-- Ir U) 0 ---SWPPP INFORMATION IT " o 4w== W 0 ew < 0 (n Lu z o o� i6 F*1 0 w E 3 (-) w Y L) 0 1. F w L) 0 0 0 SECTION A- w 0 z 10 w 0 o LL z + •+ 0 0 SPECIFICATIONS FOR STATIC SUCING METHOD FOR SILT FENCE INSTALLATION ILE.; z SECTION B-13 ,3 Q --%M:& DATE 10/17/2013 zxf CONSTRIL�TION EXIT PROJECT NO. ff- Lwlm 160633001 Z SHEET NUMBER SWPIPP INFORMATION SIGNn E LT GE,CE MTH MW S NON-WIRE BACKED SLICING METHOD FOR SILT FENCE INSTALLATION 6023 E B 10 11 12 t3 14 16 17 18 19 ID i 2 3 4 5 6 7 8 ° a• Y � DEMOLITION LEGEND A Y c8 ✓ \b� I, r /� �� NORTH / EXISTING BUILDING TO BE DEMOLISH � (REF ARCHITECTURAL PLANS) DRAINAGE.UTILITY EASEMENT E If , INNER I`1" r4, 41 0 60 120 E%ISTING LANDSC0.PING TO BE REMO f\Y '� SCALE FEET EXISTING CONRErE TO eE REMOVESPA PROTEC STN EXISTING MOVE NOU VEMENT _r-BEsro WER o BE REMO ED FUTURE DEVELOPMENT w9 LOCA EXISTING TO REMAIN` / p� •-. — EXISTING WATERMAIN l_ , EXISTING SANITARY SEWER TO REMAIN 'y O G EXISTING STORM SEER TO REMAIN G� a EXISTING UNDERGROUND COMM.To REMAIN EXISTING UNDERGROUND ELECTRIC TO REMAIN ho v •t� // § EXISTING GAS MAIN TO REMAIN X REMOVE TREE 1, SITE KEY ' s� ROTECT E%1 - N.T.B. x...x x.x UTILITY REMOVAL ❑ h: x y1t ti ' -Y•jl� j f;` �1 , j 1//�//// UNWEERRGRWNO �r -------------- CURB REMOVAL B'. D $/+I�r ti� ♦ Z �}O ,/'>%,../J/ /;' ! f / " tg _ @a;j�\. ��• '"••.1,1 P J!�/° /� /,:/ S f WgOE %ISTIN NLL DEPTH SAW GUT g q-%- 0 0 M 0 M V M III LIMITS OF DISTURBANCE O PROPERTY LINE � 1 // TECT E 5 B UN TILPTHE SITE SUBSEQUENTLY APPROVED 81 THENCE SHALL NOT E E w �"� Ii\.-.:-\ 0 ;�i;' i;j% ENGINEER. �IIL� O j C/] - �S Mi L_ .\. / /. \\\ : :i {/ ;/�f `�•` \ 4 -I 2. THE CONTRACTOR 15 RE5PNS181E FOR THE DEMOLITION,REMOVAL AND DISPOSAL(IN A // LOCATION APPROVED BY ALL GOVERNING AUTHORITIES)OF ALL STRUCTURES,PPDS,WALLS. zj Do g Li FLUMES,FOUNDATIONS,PARKING,DRIVES,DRAINAGE,STRUCTURES,UTILITIES,ETC.SUCH THAT O ��y = N10 WOfiK SHALL BE PERFORMED ON THE SEARS THE IMPROVEMENTS SHOWN R THE PLANS CAN BE CONSTRUCTED.ALL FACILITIES TO BE r, ZZ 1 / t NO R THEIR UTUtt SE ON T WITHOUT REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO RAGE WITH SUITABLE U �dpo€ Y �� f., \ COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. yw<rc �'1 r• �`� .'.:.\ J / \ •,r.I •� PROPERTY OWNER AND GATUN DEVELOPMENT a it 1 f PROTECT 5A T :j WRITTEN COMPANY.PRIOR PPPRDVAL FROM THE RESPECTIVE gWER STRU J{// 3 THE CONTRACTOR-CYCLED R OTHER'MSELREUSED RANDW DISPOSING EBHE OE REQUIRED IN EA FOR DEMOLITION R. �m � V t, III I �tiJ/<;�\ �J••, (` \::.. / COMPANY. ///J/1 / THE CONTRACTOR IS RESPONSIBLE FR OBTAINING ALL PERMITS REQUIRED FR DEMOLITION AND Nn £ FII i 1 I ! O / / ;:� EMO STING DISPOSAL vOi 1Id;I1 /, � `` 4 CONTRACTOR SHALL BUT NOT LIMITED TO L SEARS.KOHLISE WALMARTT.AND APPLESEESS UIILITYL �J d t '1 WAS Lli /.,` ! SERVICES SHALL NOT BE INTERRUPTED MrHOUT APPROVAL FROM THE DEVELOPER AND z �j"^O Z5 O n COORDINATION WITH ADJACENT PROPERTIES AND THE CITY. y3h,�w ON - }'1 I - HYDRANT EXISTING \ REMOVAL AND/OR RELOCATION R UTILITIES.THE CONTRACTOR SHALL COORDINATE N1TH THE I moW°� `t 5. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE W 3 UTILITY COMPANY CONCERNING PRTINS R WORK WHICH MAY BE PERFORMED BY THE UTILIII g , "b =f/,/ , •••..' COMPANY'S ES C AND ANY S BE I R TIRSERVCTHE CONTRACTOR IS RESPONSIBLE R PAYING AL FEES AND CHARGES N O G E ',b 1 � \ / A f \� .` 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO O y JNB/ l\\\ THE EXISTING BUILDINGS PRIOR TO DEMULITIN OF THE BUILDINGS.THE CNTRACTR IS N m Z �/ Ar f� O ♦``\\ \ RESPONSIBLE FR AL REQUIRED TEMPORARY UTILITIES NECESSARY DURING CONSTRUCTION. N m o _ IL `y\ yT d ➢y t\ 1 / \ `` \�� / ' THE EST"ONORMATIN ALL EXISTING AILABLE TANDEMEHGIVENOFOR THE LCNVENIE CONVENIENCE OF THE MINED FROM a COIN ACTOR.THE ENGINEER ASSUMES NO RESPONSIBIUTY FOR THEIR ACCURACY.PRIOR TO THE _ V START OF ANY DEMOLITION ACTIVITY.THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS R EXISTING UTUTIES WITHIN ALL AREAS R PROPOSED WORK. w D U O la $, ] ,♦ 6. AL EXISTING SEWERS,PIPING AND UTIUTIES SHORN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION,OR AS THE ONLY OBSTACLES THAT MAY OCCUR N THE SITE.VERIFY Q EXISTING CONDITIONS AND PROCEED WITH ACA AROUND ANY ANTICIPATED FEATURES.GIVE O F I } 1 UG T P <� // \ NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF AL SERVICE ' PROTECT EXISTING UNES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. < OAS UNE EXISTING SEARS J T 9. ELECTRICAL.TELEPHONE,CABLE,WATER.FIBER OPTIC CABLE ANO/R GAS LINES NEEDING TO tt11 BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. LL 1 _ (NOT I N UTUTY C ME SHALL BE FRONDED FOR RELOCATION AND CLOSE COORDINATION WITH HE z O \ ' 1 UTILITY COIAPANY 15 NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE, CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD 0 F Ian 1 u l CONTRACT) RIGHT-R-WAY DURING CONS RUCTION. 10.CN TRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING.BARRICADES, v [ 7 \L ENCLOSURES.ETC.,(AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES)AS APPROVED 2 I ° \ / BY THE DEVELOPER.MAINTENANCE OF TRAFFIC FOR OFFSITE WORK SHALL BE THE J / \ '\C^ \\ RESPONSIBILITY R THE CONTRACTOR AND IN ACCORDANCE WITH THE MINNESOTA MANUAL N / \ EXISTING BUILDING TO REMAIN. \ \ 0 1 CONTRACTOR TO ENSURE PROPER \ UNIFORM TRAFFIC CONTROL DEVICES(MN MUTCD).INCLUDING THE FIELD MANUAL FOR 1 TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS C ACCESS IS PROVIDED TO BUILDINGS \ \ G 11.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT AL TIMES TO REMAIN. a DURING DEMOLITION OF THE EXISTING FACILITIES. REFER TO CONSTRUCTION MANAGEMENT PLAN LJJ FR ADDITIONAL INFORMATION CURB EXISTING �/( \ ` � �''�\3 1 ( CURB 12.��TO NECESSARY�PER THEREROSN CONTROL PLANS AND SPECIE CATIONS.-INSTALLED DEVICES ARE TO '\ 1 /' 13 CONTRACTOR EWI ED AS SHOWN N TGU EA CONSTRUCTION PLANS S P BUT IF ENANY DAMAGE RISAINC INCURRED IT LY THOSE 4 1'" v/� \ ,( ANY OF THE SJRROUNDING PAVEMENT,ETC.THE CONTRACTOR SHALL BE RESPONSIBLE FOR IYS N y V >♦ REMOVAL AND REPAIR. 'n d 1 ••'1 A 14.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WTH THE FIRE DEPT,AND THE 01 V 41 UTILITY DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE Z Z p y7 T PROTECTION 15 CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND _ • 1\ THROUGH ALL PHASES OF CONSTRUCTION.CNTRACTR WILL BE RESPONSIBLE FOR ' M1I 1 X EXISTING ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OF WITH THE Cltt DURING ly CONSTRUCTION.ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE ¢ ° ':•L t 1 C�' 4 ORMWATER RESPNSBILItt OF THE WNTRACTR ANO NO EXTRA COMPENSATION WILL BE PROVIDED. O H //�ys 15.CONTRACTOR TO USE EXTREME CAUTIN DURING DEMOUTION OF THE EXISTING STRUCTURE LL��OLLLL/// U K E 11,�� N 11 Y\\V `y/ ./ ` ys" �`. 1 / ADJACENT TO EXISTING STRUCTURES TO REMAIN.DAMAGE TO ALL EXISTING CONDITIONS TO ,, Z V• ' ')N / �, \ REMAIN WILL BE REPLACED AT CONTRACTORS EXPENSE. `V' W 15.ALL BITUMINOUS AND CONCRETE PAVEMENTS,WITHIN THE LIMITS OF DISTURBANCE.SHALL BE 3- U 0 16 \._,..__ REMOVED AS INDICATED ON THE PLANS. W z U O I / \� `\\l•�� ,� / 21.ALL UTILITIES SHOWN ARE EXISTING UTIUTIES. 11' m 1¢' `; \ ',` 4 •„� urt ' '_ / (((WYYY 0 22,THE PIPING D/TR SHAT ENSURE PROPER SITE DRAINAGE BY PROJECT. TEMPORARY DRAINAGE ;, `J' 11 Fy 11 � PIPING AND/R OTHER MEANS THROUGHOUT DURATION OF PROJECT,UNTIL PROPOSED V S 0 � W L L 1 , m \y c``.`�. ``v\�4�� \` // DRAINAGE SYSTEM IS INSTALLED. per, ^ F 1 A ` Y -- / 23,ALL UTILITIES SHALL BE DISCONNECTED PER CITY SPECIFICATIONS BEFORE BUILDING DEMOUTION O LL O �VT,c2'' OO````` \ // BEGINS. `VET LL W fr y \J•�•� iiii.\.` .�' � /� �/ ` OJ ````✓/ 24.CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN FOR ALL WORK THAT IMPACTS TRAFFIC m /// IL WITHIN THE RIGHT-OF-WAY. _ a S. ? fi ;1 � �.•`•'• '-',mil �/ 25 GRAVITY MOVED.SEWERS NITARY INVERTS SHALL BE RECNSTRUCTTEDRE EXISTING CONNECTIONS ARE = L+1 26.CONTRACTOR SHALL NOT STOCKPILE OR STORE MATERIAL WITHIN PUBLIC UTIUTY EASEMENTS. _ M W 1 a J 27.CONTRACTOR SHALL NOTIFY CITY AT LEAST 24 HOURS PRIOR TO COMMENCING ANY WORK ON DATE ` ^ RS MUST CONTACT PUBLIC UTILITIES. CONTRACTORS cs. 10/17/2013 ` �T , j PROJECT N0. GOPHER STATE CALL ONE MN TOLL FREE 1-800-252-1166 160633001 ru,; Iy.,-�7,1 TWIN CITY AREA 65110454-010 2 SHEET 6031 ER E r 4 ' ” •fV i°# o - 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 m METRO TRANSIT ST I: I1 u STATIOION ,L�� -- _ - -- I'•`=--'�= --- _�--c-'- -- - RELOCATED o nNG MONUMENT SIGN EXISTING PYLO � WBAS3•LAKE ROPED I J [ GNAT MAST ARM COUNTY ROAD NO 10 _-----__.__ cocAnoN BASS LAKE ROAD l W DEDICATIO ° 20'BUILDING SETBACK LE nW �Z� ..a..asaas _a �xlsnry M UMENT 3YIS"fASG'LLPYC ryp 0'UTILITY EASEM �ujq '- - ._ 0 120 240 x - C911N D NO 10 _ _ _ _ C G ° EXISTING ! % C. •-•..^.�.,.,�-�� _ -_ IMECLT .._ m... _ - _ - _ o Wrmw D MONUMENT SICK !,•jl •% - - - _ SCALE FEET N B _ TILL MOVEMENT + - '_ -__ _ ,1 •! - GN {! 1 -�-I - ill 1RAFFlC SIGNAL ' LOT 4, N X9.1 O•-,/ I � / 1 / '1 L ( j � ) 1D'D u ff• ; I BLOCKI !:. \ 1C1 •p, EASEMENT <.., /,ji' EXISTING LA (BY OTHERS{% IBUILC�I LOT 2, FITNESS XISTIN _ BLOC GE I( :a.. ... S E u �E EN& Q p (EXISTING = TIDING `/ 1 T 1 �` KOHL'S _ �f 1 LOT 3. J' 1(BY OTHERS)- 1 ==`vo,` f T TE C o .� /.r BL y: r i. BL 2 , `LOT. . •"e• A, - >� fro WAY w;� i' BLOC "LDING (BY OTHERS) Ease % _ H 1 Ta9. 35'3 UIDING SHIN LOT 1, lYU TYAGE \ �41n \ �1 ❑ R D a r/1}�C/ -BLOCK 1 \ a of -a' SEME e .K , . AGE j " pg y oa°5 Xr�S�T - , •`..Y e - _ ` 1�1 p1Hly Rc NSE i%/i 1f\1 T f",,/ O PLEB �� E ob`o oP w€ R m 6 G $ BUILDING s •\ a= BLOCK 6Tyq 0 n 0 3 EASTINI1, W A w - jr LOETUIIDING 4 // - a ,`, EASEMENT" J o V -/ / BLOCK �. • e ; BLOCK D / ;� ''• 'l '''i / °`� a" I, BUILDIN /4j BUILDING 3 a !: ILDIN 03p�y O c / "i M N °° 'I�1'•1 11 ( / / / �� ;, ee/ e1 'DRAINAGE a I 9 n V35TY TU EASEMENT G 1 " PROPERTY LINE ISP � pp EXISTNG PRIVATE BOX CULVERTS 0 Q Q 3 G •, _ y% to s \ \. / p/ {t / PYLON SIGN <D m o z SITE PLAN NOTES a ut H 111 �•• GJ 1 \\ \S"(\�YG , A T e .e /', / 1. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. 0 1(la ::�.b.: •• `�'\ \ �� a\ i �,// � M2"' � 2. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER,CONCRETE AND '• 1 •• •••RE 1 j...� / ,,FF / PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT, !^1 \ - ' / ,' 3. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT AND CONCRETE IN ACCORDANCE LL q/ ,, WITH SPECIFICATIONS. 1 �- _ LLI NOT ,per` Z _ TO BE DISTURBED 4. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN OUTLOTA 1 %' ACCORDANCE WITH SPECIFICATIONS. /^ As/ 5. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING AND V J ]STING / Py SIDEWALK DIMENSIONS,PORCH AND RAMP LOCATIONS. _J N SYMBOL LEGEND: ;1 ( \\1�. TORMWATER / / - (�`�' 6. GENERAL CONTRACTOR IS TO COORDINATE WITH APPROPRIATE UTILITY COMPANIES ---- / IV DRAINAGE& PRIOR TO CONSTRUCTION,ADJUSTMENT OR RELOCATION OF EXISTING UTILITIES AS PROPERTY LINE Q 11•s (. \\11. ,� /+ '/ UPUTY EASEMENT Y(� 1� DESIGNATED ON PLANS. 45'NSP EASEMENT '(P'ap. ♦.i♦ PROPOSED LIGHT POLE(SEE LIGHTING N / 5 7. CONTRACTOR SHALL PROVIDE PIPE BOUARDS FOR PROTECTION OF ALL ABOVE PLAN FOR FIXTURE LEGEND) W GROUND UIUTES AND APPURTENANCES IN DRIVE AREAS. \+ PROPOSED PEDESTRIAN-LEVEL UGHTNG(SEE \ l MISTING PYLON SIGN S. CONTRACTOR SHALL REFER TO ARCHUECNRAL PLANS AND SANIT RY SEW FOR ♦ UWTNG PLAN FOR FlXUTRE LEGEND) O C - J ACTUAL LOCATION OF ALL UnLITY ENTRANCES.TO INCLUDE.SANITARY SEWER FOOD COURT PARKING TABLE S A LATERALS,DWESnC AND FIRE PROTECTION WATER SERVICE ELECTRICAL.NATURAL H EXISTING LIGHT POLE GAS AND TELEPHONE SERVICE. CONTRACTOR SHALL COORDINATE INSTALLATION OF n ' 0MTHS IN SUCH A MANNER WELL TO AVOID CWNCTS AND ASSURE PROPER STANDARD PARKING STALL BUUXNG pESIfMiATON BUIDING PARpNG PROVIDED PATIO FOR AP ARE ACHIEVED,AS WELL AS COORDINATE WITH ANY UTILITY COMPANIES BUILDING1 14.510 SQ.1. 67 SPACES 4.89 FOR APPROVED LOCATIONS AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR ® PROPOSED PARKING SPACES(SWSL) Q ¢ _ \ • / ' ------� BIALDING2 3.=SOL FT. 1H SPA!£S 4A2 FACILITIES H \Y BUILDING 13,iH25¢FF. mSPACES 4.55 9. CONSTRUCTION SHALL CWPLY WITH ALL GOVERNING CODES AND BE CONSTRUCTED , FIRE HYDRANT.SEE UnUTY PLAN AND DETAILS. CD N BUUNNG4 24.190-- 11-PACES 4.15 TO SAME. 6 FOOT CHAIN LINK FENCE Z z Q n X11 • BULgNG5 21,9W S¢FT. 100SPACES I.51 10.CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ^ z YYYI j BUILDING. 1,0.T0S¢FT. 95PACE3 5.52 ITEM WRING CONSTRUCTION,SUCH AS,BUT NOT LIMITED TO,DRAINAGE,UTUTES, ® PEDESTRIAN CURB RAMP.SEE DETNL. �vn/ \1 Q %J 5.0123¢FT. 29 SPACES 5.18 PAVEMENT,STRIPING.CURB,ETC.REPAIRS SHALL BE EQUAL T0,OR BETTER THAN ® ADA STRIPING ¢ ° i EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING uj K 111 BULUNGH 4.IM0 S¢FT. 2HSPACE3 535 DAMAGE AND NOTIFY CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION START. U2 \41 BUUXNG9 H,3523¢FT. 118 SPpCE3 19.89 11.CONTRACTOR SHALL TOUCH-UP PAINT AS NECESSARY ON ALL LIGHT POLE BASES, PROPOSED CURB �/ N J - 1; BULgNG 10 10,H005¢FT. 1153PAGES 1820 FIRE HYDRANTS AND CURBS-104 ARE CURRENTLY PAINTED AND WITHIN THE LL UMITS OF THE FOOD COURT IMPROVEMENTS. COST SHALL BE INCLUDED IN THE FUTURE DEVELOPMENT U LLI Q '111 TOTAL 105108 3¢FT. 112 SPACES eSH BASE BID. Y U O 11 13.CONTRACTOR TO REMOVE OR RELOCATE.WEN APPUCABIF,All EXISTING 0 - BUILDIARY SEWER PIPES, ENTS,CONNECTI WIIMPROVE ER METERS AND E5. PAVEMENT HATCH LEGEND: w } Q Fo , SITE DATA TABLE WATER LINES,WELL,.SIDEWALKS,SIGN POLES,UNDERGROUND GAS,SEPTC TANKS / / EXISTING HEAW DUTY ASPHALT W L B , BUIDWG pE51GNATION LOTAREA BULDING PARKING PRONGED RAM1 NEEDED.TOARALLOW DON NEW CONSTRUCTION AS SHOWN- LIMITS AND WHERE � U J WITHIN D. 'THE PRESENCE a GROUNDWATER SHOULD BE NEW FOOD LOT1 BLOO(1 14.90ACRE5 1120HS¢FT. III SPACES H.@ PROPOSED HEAVY DUTY ASPHALT Y O } O u ANTICIPATED ON 1HIS PROJECT.CONTRACTIXi'S ��TaL 11.CONTRACTOR SHALL FOLLOW ALL LOCAL,STATE AND FEDERAL REGULAIONS IN W O Z ° BID SHALL INCLUDE CONSIDERAION FOR N LOT 9,BLOCKI 1.10I1CRE3 1110030.FT. 55 SPACES 4A1 DISPOSING OF DEMOLISHED MATERIALS REMOVED FROM THIS SITE 0 ADDRESSING THIS ISSUE.REFERENCE THE LA FITNESS Uw3.SLOLT(1 3."ACRES ]H,000S¢FT. 1BI SPACES 4.92 Q PROPOSED HEAVY DUTY CONCRETE O O 15.ALL PAINT USED FOR PARKING STRIPING SHALL BE PER ptt Di BROOKLYN CENTER LL _ �� / CONSTRUCTION CONTINGENCY PLAN BY BRAUN K LOT10 BLOCKI 119 ACRES 9.5003¢FT. 45 spACE3 4.]4 SPECIFICATIONS. O o° INTERTEC DATED 05/27/2011 FOR Z [Q Z z 6 GROUNDWATER OEWATERING REQUIREMENTS. G LOT II,BLOO(1 1.44 ACIE4 H,4203¢FT. 59 SPACES B.BS O PROPOSED CONCRETE SIDEWALK DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 0__ 18. EXISTINGVNLIMRT LOT I.BLOUt1 1HASACRES 1H1,9415¢FT. HH93PACE3 4.� = Z •S EXISTNO NdiB HA3 ACRES 15,0003¢FT. 4413PPCES 5.98 17,CONTRACTOR TO REFER TO LANDSCAPING AND IRRIGATION PLAN FOR RELOCATIONS ."�'X:-:, PROPOSED PALO AREA , jg n^ > \ AND ADDITIONS. ` v/ W M V TOTAL 31.19 ACRES 321.0833¢FT. 23%SPACES 5.53 Q ° 19.PLANS SUBMITTED FOR PERMITTING SHALL MEET THE CITYS CODES AND ALL = ALL CONTRACTORS MUST CONTACT APPLICABLE BUILDING CODES IN EFFECT AT THE TIME. ENHANCED PAVING(REF ARCH PLANS) 3 5 GOPHER STATE CALL ONE ALL OUTSIDE S DATE 20. PARKING ISLAND 10' CURBED RADII ARE TO BE W.INSIDE RADII TO BE I"'^^"'I PROPOSED SEAL COAT MN TOLL FREE 1-500-252-1166 10/17/2013 BEFORE CONSTRUCTION BEGINS 5,UNLESS OTHERWISE NOTED. ��+_M..aa_eK--�� PROJECT NO. Y FL TWIN CITY AREA 651-454-0002 ECT SHINGLE CREEK GROSSING 3RD ADDITION PRELIMINARY ARCHITECTURAL APRON 160633001 FIAT SHEET NUMBER E 6040 C E ° N a 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 m V / v SITE LEGEND w FOOD COURT PARKING TABLE Q �t`e\```\ - ' 60'STANDARD PARKING SPACE DIMENSION 9.5'x 18'(1YP.)-SWSL/4' O A / \ ;-''Y.� / BUILDNG DESIGNATION BUILDING PARKING PROADED RATIO / ` \ r�R_• �1�/ �\ NORTH BUILDING 14..10 SO.FT. .TSPAGES Opp @MATCH EXISTING CURB AND GUTTER WILDING 2 3,892 S¢FF. 1.SPACES 4.82 ® ©PEDESTRIAN CROSSWALK 6•WIDE UNLESS OTHERWISE NOTED. BUILDING 13,1825¢FF. BO SPACES 45s 7 BUILDING4 24,1.Q.FT. 115SPADES 4. �` J/ / / C 11`• a L / ypI 15 ACCESSIBLE PARKING SPACE BUILDING C PER FEDERAL ADA STANDARDS(2010) 80 120 BUILDINGS 21,900 SD.FT. 1005PACE5 4.51 NG 1(`I t�� / / ♦ tl BUILDING. 10305¢FT. 9SPACES 502 O AND MINNESOTA STATE BUILDING CODE(2001). / Jn'✓ , / '(f AN P r` i BUILDING T 5.012 50.FT. 28 SPACES 5.19 (TYP. Z spy / SCALE FEET O PAINTED DIRECTIONAL ARROW ) B = lA/r ; BUILDING. 4050 SO.- ZB SPACES 5.58 (/I W/ / �T l• / ���� a / n @STOP SCNAGE AND MARKING.SEE DETAIL. 5 / �' / \ Q U BUILpNG9 8,3525¢Fi. 11.SPACES 1]..9 BUILDNG IO 10,.00 BO.FT. 1T55PACE5 1820 "%30"(R1-1)(TYP.) O STOP SIGN 30 bA ' IS'TI x) \ .Si r • X F' 10' AND TOTAL 10.,20.5¢FF. T125PACE5 6.5. OPEDESTRIAN CROSSING SIGN 30"X30"(W11-2)(TYP.) OI %rQ/ �' i PLEBES' NT 90'STANDARD PARKING SPACE DIMENSION 9.5'X18'(TYP-)-SWSL/4" l O NOT USED DO NOT ENTER SIGN. G C A`��z S, / r -YIELD'PAINTED WHITE ON PAVEMENT(TYP.) Z EXIT PORCH.SEE ARCHITECTURAL PLANS FOR EXACT SIZE,LOCATION FOR STOOPS.STAIRS AND/OR RAMPS THAT MAY BE REWIRED.RAMP s BUILDING 6 Y d PAVEMENT FLUSH WITH TOP OF STOOP. a n`Z-•�' t{{J D 1 f ON AREA STRIPED AT SYSL/4•AT 45'O 2'O.C. g ONOT USED. M SR.? .�. i,,. /j/T ,(/•/ 5 BUILDING ,.// / (2)NOT USED. E 4 / // �`1 @ NOT USED. ❑ p•£ � BUILDING T / @ LIGHT POLE.SEE UCHMNC PLAN AND DETAIL SHEET. • /c / / / / COMPACTOR(TYP) eJ• O PEDESTRIAN LIGHT.SEE DETAIL / / • 1/ OT NOT USED. O ❑ >3, °v �j��``• n / / / A / 'J LOADING DOCK D 2 O PROPOSED TYPE M.DOT 8618 CURB. LEI I / / PROPDSED CONCRETE SIDWALK.ALL SIDEWALKS W WIDE UNLESS NOTED 1••�I �I # t / / / SEE DETAIL SHEET. BUILDING OTIRERMSE. G 4 V U a' NOT USED. E c (� ( EASEMENT // / r \ a s�/ / / OX ADA CURB RAMP. L^ o ICI I / / / ✓ LOADING DOCK- NOT USED. REF ARCH.PLANS a \ / � c� BUILDING 3 /// 6'»' . E TRAIL / BUILDING 9 / ! ( `\ / / INTERIOR LANDSCAPE ISLAND.SEE LANDSCAPE PLANS 56 EASEM / /// 9 ) •°, V Tioo� Q ti BUILDING 2 / Z TYP) /// �.,�j/ .•- ���•••"��� aw« ¢ > > a x �-4`f✓x f, PROPOSED MASH F a�.a C///,///// / V / X ♦\y\ �. � 1 -�/• - 9i t1 STRIPING LEGEND z w�aN N�d z ° 4-SINGLE MITE SOLID LINE BUILDING 1 4-SINGLE WHIM DASHED U - CYCLE E ENCLOSURE(TYP) 4-DOUBLE WILLOW SOLID LINE // / bR \ 1 _•, SITE KEY ( waw a A a 'Ir1'i• I x r-x x� // / / // / ,"'�- F • `Q ♦` N.T.S. SYSL 4 SINGLE YELLOW SOLID LINE s¢ a o V \ $YDL 4 SINGLE YELLOW DASHED UNE-10.10 CYCLE .fx xxxx V xx%z n v 111 '1 Pxx x xx u d / /. ♦\ xxx (xxxx xxxwlL''«x• D i,'r fx xxxx. xvq / - a xx xxxxux f xx- ° u', M: #z u• xm BUILDING 10 / / q/ 0 \�\ SYMBOL LEGEND: �. 1"�I,,1 xIx x E F x x x / / p'P \ --_- PROPERTY LINE a � x A , x•�TxAr.• // 0 / X v, It! 11 b iU SITE PLAN NOTES H PROPOSED UGMT POLE(SEE UGH MU 1' '•1 M / PROPOSED MODIFIED PLAN FOR FIXTURE LN-LIEV QI N H '` s SEARS ENTRANCE. 1 PROPOSED PEDESTRIAN-LEVEL LIGHTING(SEE ''1, W x Z x (`♦ 5 / REFERENCE ARCM PLANS Rxi.aa• 23• \\ 1. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. ♦ LIGHTING PLAN FOR Fl%UTRE LEGEND) 2. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER.CONCRETE AND EXISTING LIGHT POLE NDSCAPE PLANTER \ \ PAVEMENT TO EASTING IN GRADE AND ALIGNMENT. Me (TYP.)-SEE 7.A \\ C 3. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT AND CONCRETE IN ACCORDANCE C STANDARD PARKING STALL LANDSCAPE PLANS as WITH SPECIFCATIONS. Y �,1,1,1 x x 9>5'x x \ \ ® PROPOSED PARKING SPACES(SWSL) Q z Q„ I x x � \ 4. THE EARTHMMK FOR ALL BUILDING FOUNDARONS AND SLABS SHALL BE IN _ +,1,,, A z x x x II!,1!'•`' \ P• 1\1a` \ ACCORDANCE MTH SPECIFICATIONS. ' FIRE HYDRANT.SEE UTILITY PLAN AND DETAILS. /J W a'LI x x E x �tb. R40' \ \ /� as \i 5. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING AND 6 FOOT CHAJN LINK FENCE. LL `\a\1 `q �� \\\ /• SIDEWALK DIMENSIONS,PORCH AND RAW LOCATIONS. w PRIOR TO CONSTRUCTION.TRALTO 15 TO OR RELOCATION OF EXISTING UTILITIES AS ® PEDESTRIAN CURB RAMP.SEE DETAIL 6. GENERAL CONTRACTOR TO COORDINATE RELOCATION APPROPRIATE UTILITY COMPANIES ` AOA STRIPING B DEGNATD ON PLANS. (TRACTOR SHALL PROVIDE PIPE BOLLARDS FOR PROTECTION OF ALL ABOVE PROPOSED CURB a x _, n x xIx x '`• UND UTILITIES AND APPURTENANCES IN DRIVE AREAS. FUTURE DEVELOPMENT ax s L YI•' , x x x x W x x �` , 8. CONTRACTOR SMALL REFER 10 ARCHITECTURAL PLANS INCLUDE.SPECIFIC ANIT RY ATIMS SEW FOR "3' f • xf x i •tx x Z f x x x x l/ ACTUAL EQUATION OF ALL FIRE P ENTRANCES,TO INCLUDE.SANITARY SEWER 1 xxlf fxx _ `aa ----..-.. TERALS.DOMESTIC AND FIRE PROTECTION WATER SERVICE.ELECTRICAL NATURAL GAS ill W \,�•-� r- UTILI1�S IN SUCH OA MANNER ASCTTOTAVOID CONFLICTS AND COORDINATE ASSURE PROPER OF PAVEMENT HATCH LEGEND: d: j x �Pz� \ DEPTHS ARE ACHIEVED.AS WELL AS COORDINATE WITH ANY UTILITY COMPANIES X11, NI T P EXIS lll`ttt✓✓✓ \ \ zg / I FOR APPROVED LOCATIONS AND SCHEDULING OF RE-INS/CONNECTION$TO TIiEIR / / EXISTING HEAVY DUTY ASPHALT Va- a - 1J•• 1, I x a1 / r/ PROPOSED HEAVY DUTY ASPHALT (D Ln _ \ \ 9. CONSTRUCRON SHALL COMPLY MTH ALL GOVERNING CODES AND BE CONSTRUCTED V OO '1 x V TO SAME. Z Z p PROPOSED HEAVY DUTY CONCRETE L+� ; 7 a\aaa 10.CONTRACTOR IS RESPONSIBLE FOR REPNRING 1HE DAMAGE DONE TO ANY EXISTING '�C J~/ Z LT ° 1 '1,'� I ITEM DURING CONSTRUCTION.SUCH AS,BUT NOT UMITED TO,DRAINAGE,UTILITIES, C�In) N LL- / PAVEMENT.STRIPING.CURB.ETC.REPAIRS SHALL BE EQUAL T0.OR BETTER THAN vJ L.L K E j 7 ��',, 1 F\�O J E TING DAMAGE AND NOD"CONSTRUCTION MANAGER PRIOR TO CONSTRUCRON START. 1' x' O W O LY �14 �+ EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING - y'•H"•`% PROPOSED CONCRETE SIDEWALK (1�// F- U P I �'1 I ` .S R WATER 11.CONTRACTOR SHALL TWCH-UP PAINT AS NECESSARY ON ALL UGHT POLE BASES. ® ENHANCED PAVING(REF ARCH PLANS) LL U I \ # FIRE HYDRANTS AND CURBS WHICH ARE CVRRENTLY PAINTED AND WITHIN THE i 1 w Q 91� I \ ♦ \ LIMITS OF THE FOOD COURT IMPROVEMENTS. COST SHALL BE INCLUDED IN THE `V' ¢ o t ul j, I ig Ji aaa `\ BASE BID. PROPOSED SEAL COAT .Z U O l RY' / 'Y , 13.CONTRACTOR TO REMOVE OR RELOCATE.WHEN APPLICABLE.ALL EXISTING LU c 1 t ( • SANITARY SFOUNDPPESS.PBASEMENTS.CONNECTING WY WIRES, VEMEER METERS AND ES. D ARCHITECTURAL APRON w Z j I 1 I / i ✓ � � ' a -= WATER LINES,WELLS.SIDEWALKS,SIGN POLES,UNDERGROUND CAS,SEPTIC TANK$ Q/ LL as\a11 AND ASPHALT,SHOWN AND NOT SHOWN.WITHIN CONSTRUCTION LIMITS AND WHERE J L $ j 'G y j J `� `-�\J B / NEEDED,TO ALLOW FOR NEW CONSTRUCTION AS SHOWN. U // x 14.CONTRACTOR SHALL FOLLOW ALL LOCAL.STATE AND FEDERAL REGULATIONS IN THE PRESENCE OF GROUNDWATER SHOULD BE LLI O awn Z O d j Y �,YYY \ !•rj / d5PO51NC OF DEMOLISHED MAMMALS REMOVED FROM THIS SITE. ANTICIPATED GN THIS PROJECT.CONTRACTOR'S J O v/ O `\` 15.ALL PAINT USED FOR PARKING STRIPING SHALL BE PER CITY OF BROOKLYN CENTER BID SHALL INCLUDE CONSIDERATION FOR ♦♦L�T N SPECIFICATIONS. ADDRESSING THIS ISSUE REFERENCE THE V Ly T< O C) rl .-� �♦ /� / CONSTRUCTION CONTINGENCY PLAN BY BRAUN z y Z _ CO 16.DIMENSIONS SI10WIV ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. INTERTEC DATED 05/27/2011 FOR d .•,� I a GROUNDWATER DEWATERING REQUIREMENTS. = W U - It ='•-.•- -.r•�- a `\ 17.CONTRACTOR TO REFER TO LANDSCAPING AND IRRIGATION PLAN FOR RELOCATIONS Z AND ADDITIONS. W M 1 r,,..---- ; 19.PLANS SUBMITTED FOR PERMITTING SHALL MEET 1HE CITYS CODES AND ALL = APPLI CABLE BUILDING CODES IN EFFECT AT THE TIME. DATE ALL s',UNLESS OTHERMSE NOTED. GOPHER CONTRACTORS DII ARE TO BE TO'.INSIDE RADII TO BE 10/17/2013 STATE CALL ONE 20.N1 PARKING ISLAND OUTSIDE CURBED RA x ¢iM1I PROJECT N0. ` MN TOLL FREE 1-800-252-1116 CONSTRUCTION 25 BEGINS i 21.PROPERTY UNE$REFLECT SHINGLE CREEK CROSSING 3Rp ADDITION PRELIMINARY 160633001 a g �\ ; PLAT' TWIN AREA 651-454-00 2 SHEET NUMBER E 6041 N S o � 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 4 1 2 3 Y m a ° wwx m,a A E ^1T d .d o �{J1 y,E pew fqt i0 4 LfiTWi. OIYDIALR dJNiR0.dV Y. sNx ix mnsE Irol nao�v mwE � rreu mpn s a.uxn }� ~BY LgLLOC/L�LOGES sto„.4ffi as SREdnm Z ,acts 6 i SAAO, 0 0 ,a Y 0 ox R E Ed6 ul�x b:_ pg E x won turrc Yu[ �i �'f � L.'Ene I 60'STRIPING DETAIL E ACCESSIBLE PARKING SYMBOL A 5 -- �� § D r srxdxw u, PLAN NEW ;l®.W'=, B S «wiwa .po>�E simmx i,AJ,�1 m..,„; �.,m+J nmo ol.r.,m rw wm a>ocx. I 'i' O ❑ a g a C T �Ima 1 0 ] cr[nIXJ A-A .n.�r smt xm..wc�(,AI SECTION R-9 m z. E w. ID�CONCRETE SIDEWALK VO y �aEl _ !,.ein.J E tJoo4 GO rwimr''nrr.) Q j a E 90'STRIPING DETAIL /!1Z {7y FPS.€z ?N S F• E ((��/� n 5 '� '^o�0 0 TYPICAL ACCESSIBLE STALI STRIPING o STANDARD PARKING STRIPING K— ° w o g ° a G E Z m m Qp m p w a TRUCK TRUCK RUCK „ � al EX�,• EXIT a o IF _ R3-6L R3-6R .ra J OPTIONAL MOVEMENT ,�.m �m.w "TRUCK EXIY tm N Q LANE CON TMOV MENSv °SIGNS SIGN(W/_ ARROW) PARKIN L u.s • awn K r FIRE Lu kN w AI�ONLY ONLY TRi U CK ' L RUCK E ♦� O o+ ` � E U~)W- ENT ANC ENTRArNC NTRANC ONLY R3~6aua�.P va...:wR3M60�� "NO PARKING-FIRE ADVANCE INTERSECTION O °TRUCK ENTRANCE" LANE° a SIGN LANE CONTROL S�GNSV PP .,.s.w.�.va=.w SIGN(W/ARROW) mea ~ I—={�n a _ Y� s�.as.. •w Z. Z 0 Z ° T � > +..0 nnmlm�., ^ ONE J.A .., A m 0. a. o W K NU A A MAY A ro,? ` 4 ONLY ^�roe,m1/ °s "a W wwoonveo.o O nnroswm+ uu�ra.ntwowws R6-2L R6-2R uww.r,tmwmY E LYI..I O p ', nwnix w�i w.`..'�•°.m r,.u,x owsn,eoc nwa�ouoL '1 O RS-1 Rt-1 O Rt-3P Z U m ` DO NO SIGNNTER* °�� ^ F R3-6R µ W +L"NO EXIY SIGN � 0 •AU wA_ r_�; zl 'RIGHT TURN ONLY SIGN,--t °ONE WAY°SIGNS ,--, F $ --— U —I w L - < :.x^ Lu O Z 0 0w _ J ON o ■ �'-� LL V N RUCK ? m THR tit IXI .�• w R7 = W TRAM L Z ° M R3-2wr R3-tau "°m.'""°°. e .,,,�w,e,.,..�. ._ w :dam �. w OD SIGN MOUNTING AND BASE DATE U R3-5L w"NO THRU TRAFFIC" ,"TRUCK ENTRANCE' TRUCK EXIY` AOCE55111LE PARKING SIGNI--� 10 7/2013 "NO LEFT TURN" 'NO RIGHT TURN" SLGN 51 J SIGN KK •+ PROJECT NO. L SIGN(W� ARROW)r-i SIGN(W_/ARROW) "LEFT TURN ONLY"SIGN �� 160633001 Y SHEET NUMBER E 6044 E N 8 o - 0 20 12 13 14 2 3 4 8 16 17 18 19 < A �R. E 0 B SECTION'A- z C ho V2 1IRSECTION E-. /-7 C E STOP SIGNAGE AND MARE" CROSSWALK MARKING D W/LONGITUDINAL C H L DETAIL"C 21 12 E REAM Z 151 w, E -f TYPICAL LIGHTING POLE BASE DETAIL z, C; z TypicAi ANQjQR_UQLL_�EA1 NTETi 'o 1-1 LIT I III I "42 PAVEMENT MARKINGS mm�rsO ­tLT N—wLA ")lEil)"PAVEMENT MARKING,-PIPE qg�� a E F 3 z3 JH z 0 01 NdlESU�R 8; z uh Hum c 0 MM ASSEMBLY DETAIL G ri mm. I IN— ­/I F Q. H 0 BACKER ROD AND SEALANT t 4w nm CONSTRUCTION JOINT TYPICAL ROUND FIXED SECT ON DETAIL ON AT FIXED S�UCTURE CONTRACTION JOINT SIR PLAN PEDESTRIAN LIGHTED vi UGHT —ONT U-1 LLJ LL1 0 Is .T (D VI < DESIGN 9 Z U) "N TYPICAL RECTANO,AR FIXED ISOLATION JOINT w,x STRUCTURE PLAN DETAIL o LLJ K PC C JOINT DETAIL OLDW-UP CT)Fl U_ x._.._m. -s/IKKK NOTE.NOTES E C) CONSTRUCTION:DINT TO EXIS1`NG PAVEMENT ui JOINT TO.U— STNU— () 0 ISgATIM ui AS STAINING IN—MAN—S,U­ AND Cl DESIGN V P—ENT IS NOT­E�A F—S—C- 0 0 ISOLATION'OL:LT le C) o CONCRETE 0 z z LLJ LL L Z co z z U) z M UI DATE 0.CRITE CUR.AN,.'1UTTER 10/17/201 PROJECT N, 160633.1 SHEET NUMBER 6045 E N 7 9 10 12 1 13 14 16 17 18 19 20 A M T 0 0 A- E -.-AA 2 Ir CLRB FOR G-TIOAA,I F1 0 FAR COAR1140 ORRE TIOAAL PARAL1.0. "jm =WN,AP-A-00Z zmm c RC R— —T To V AT OF A R 1.A'" A- O1=1 RE D I L c. OR M -1 =C'�'E =P.ETL'D'l.". a-D T- K�cx—To TRROA.-- -1 1 QD DIAGORA.0 i�.�­OIMLAR E DT-11-AL Tv'W, .er FAR`$ .CT-1-1 T s CAL DRI-.111 WE7,A� ,_T ��TZW�i-D °`^',:w T1 R-- ITN SHEET- OF F'STATE T-z- 0 MAY !Ot 2012 5�297250 (2 F 5) E - 405 MAY 10.2012 5-297.250(1 OF 5) L= E M LLY C < r < 6 -m OR s .......... "M- F E TO Ip E -W� Ai— AlOWV " R RN I GORIER E no G dD.0 mean q),d) O O'T zc -V Huwr f.7- p f'I m umrr.as.w TYPICAL SIDE TREAT-1 OPT—(D IT AV —T-1 OPTIONS ARM- w L RN=T OF I P-STROAN ♦C�R,AAP-All-S ui STATE -TE iH o MAY 10.2012 5-297.250(4 OF 5) U) MAY 10,2012 5-297.250 (3 OF 5) BRAUN INTERTEC o E j 8 J z U) V A JICENT TO L—CAK V­B INTERSECTION Wrn U) wft LLJ w K 20 -1�7: C)-,M Z) W, 7, 0 < —1E ALI Ao—T ui TLK� To ­E Sl 57— Cl 0 C) V cuT®EE To LAR)SCARE mRra L-1 ADJACENT . To .0- W L ADJACENT Lu 0 LL o 0 0 > Z ca < ------- --- --- U) M -iy> DATE A 10/17/2013 AM PROJECT No r In DETECTIBLE .1--T M 150633001 ,AR SHEET NUMBER RI, E P STATE P11%NA IG, fM 6046 MAY 10,2012 5-297.250 (5 OF 20 8 g 10 11 12 13 14 16 17 18 9 m 2 3 4 5 6 A ''�---": X. 0 60 120 V \ 1 \ � _� L''\ I \ \) \\ •-•' / / SCALE FEET � 5 B SITE KEY N.T.S. WOO 1 / 1 \ bad I / \ j ArTMinclvnTEODONDiN�s PRNcrECa+mWA1Ds LEGEND 3• `BID.T / p _ �� \\\\ \\ - v / CROUNDWA N DEW/1E�E C REQUIREMENTS.BRAUN EXISTING DRAINAGE NANO UTILITY EASEMENT C' �Ye P(¢/ J / irk f Q\�y, GERATlON FOR /r `!J'j� 11 { ADDRESSING CHID ISSUE.REFERENCE THE v y S. . E. / / g ,� '���^ ..�/ _ _ \ 1\. N ' CONTRACTORS MUST CONTACT _- PROPS T aSTURBANGE " e'ALL IJ taL -55,4, ,", ( ( B LDI GB F.F.E. 853.0 \\\\ �h \ %/ ' � , I ( / GOPHER STAT1-800-252-1166 CA L ONE COSTING CONTOURS ❑ D 5 r / \\ BUILDINGS \ ` r v ( 1 f MN --' < r / / jJ may(/ \ PROPERTY LINE n € / /F.� \♦ q'cj-", F.F. = 3.0 l� \\\ \ ' ' BEFORE CONSTRUCTION BEGINS TWIN CITY AREA 651-454-0002 _�->-- PROPOSED PRIVATE STORM SEWER VVV �U N • \\\ \ PROPOSED PRIVATE 8"PERFORATED PVC PIPE E I2� BUILDING7 \ f N o //',,��� •�` m.r-� / .F.E.=853. PROPOSED STORM SEWER INLET ALERT TO CONTRACTOR. PROP05ED STORM SEWER MANHOLE a E i / 1 > ♦ BUILDING4 y W / \ / {(� ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK. ♦ °� - i;� F.F.E.=853.0 I `tr FINAL UTILITIES.AND FINAL GRADING)BY THE MILESTONE DATE IN . PROPOSED BARED END SECTION f�•I Q \ / \ �' / \ / PROJECT DOCUMENTS. Td Apo RIP PROPOSED OR RAP a ® EADTNG DTORM SEWER MPNMOLE < d WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET G E%ISTING STORM SEWER INLET \\\ I ��\ WEATHER.PROUIOE ADEQUATE DEWATERING.DRAINAGE AND _ GROUNDWATER MANAGEMENT TO CONTROL MdSNRE OF SgLS.REFER EXISPNG STORM SEWER €� Q� ORAR SC I)I lllrrr IrI r �'� I 11 TO THE PROJECT SPECIFICATIONS. GF E lI f / �\/ TOP TI�J88 III I' I �' BUILDING \' XEQF� EMERGENCY OVERFLOW AND ELEVATION aDo? 3N 2 I'(I/ I / J \T-.�`\ BUILDING9 ms.W / F.F.E.=853.0 \ ` / 1 -\ + DIRECTION OF OVERLAND ROW F;< t vn :\\ `\7. F.F.E.=853.0 i. ` /� 0 Y �. '2o6°N ° c� s \ u I\���,/)) w ILDING2 �. / HP HIGH Parr Q I P I�°ro / G♦ \ \ \\ // \ L f ''G• \ AD./JSTE°TO FINAL RAGE REMAIN SHALL BE UP LOW PUNT �;Sydii _..-�` \\ _ F.F.E. - II' I I IOy�/ f J �V \,`�\ '/\\ / \\\ aN.0 / � `{ \ ME MATCH E%ISTINC rc�nalS 1 'I l ', EP IITO RENT A GENT �\`) } h \/ C \\ ,•\ TC TOP OF CJRB O i I ijt TO RE,,ppR11 TO r •y r I x / \ V U V II A COAFIRM PIPE �d \� •`,\ O y -a i - g � \ Z cD E III I onr�EC I aas nR / \ _ I ` �w A BUILDING 1 G F.F.E. 853.0 \ •. a w 1 7 �( s J l \\\ \\\\\\ Ae. $ 'aLMPORARY LANDSCAPE B M \\\\\ \\\\ l • 1�y 1 e6, \ \\\ \o\\\\ \ 1 \ vnnoN �ry z 6 ¢E s� H eulLOwG10 1 1 1-g',/� � �. �� F.F.E.=852.6 AA` 1:.'iw \ \\ \� \ DRAINAGE SCHEDULE Q a - Plli // P�+\'� \ \\\\\\\\\\\\\\\\� f w \ \� �� IX w \mss \ \ 1 �\ INVERT PIPE PIPE INVERT PIPE PIPE ao ' 1�1 1 ///�gi/ \ \\\\\\\\\\`\\\,\'\, \ \\_ STRUCTURE STRERE ELEVAl10N ELEVATION SIZE SLOPE ELEVATION SIZE SLOPE NOTES Q �-• SS N N N OUT OUT OUT rn w Z11 , \ `�\\\=i%/ \ NE 845.53 15• V r� O 1`..\/ 810.35 1 -L CONrRAtLI A TO•ECTION 2S \ \ \ \ \ I I 'AX IT7 R DIRECTIONS I11 \ \ )0- SU213 851.076 NW 841.85 48" 0.28JG DE 841.38 48• 0.291[ z p KING AREA(w) \ I \ � \ \I\ \\� \ GRATE DW 846.39 15• 1.002 A �cr " / �A-- EXISTING SEARS \ ) W2+4 850.395 L1 R-18]8-B]G !Vn \ 1 T I / •� S A co 0.36[ DE 539.42 48" 0.385 B / ey, (NOT IN '\ SD215 R-3067-T48 g4B.425 NW 839.42 Q 853.341 5 847.92 1S" 1.008 CONTRACT) _ AE \ \ �.. `� 1t SOS02 R-1878-B7G 1 852.218 1 N 846.8° 15 1.001[ BE 80.80 15" LOOS \ \ / SD303 �. �A F.F.E.=853.0 V R-+878-B7c \ / ~ / -�•" \ GRATE 1.008 SE 845.68 18" LOOS 0 \ 5D304 85338[ NW 845.68 15" R-18]5-B]G FT p \ a ` \ 852.608 NW 844.43 18" LOOS NE 844.13 1B" 1.0°8 B R-3067-T48 SW 843.1] 18• 1.008 Z Z j = , `► \ IV' / \ \ \ / \ SD308 CB NW 843.1] 12• 1.0016 NE 843.1] 18' 1.ODS 853.]21 rr nn Q 8 R-3x67-T48 v) LlJ \ 1 \ \�t.� '{ (// \ \ SD307 CB 848aZ1 sE ea3.a ,z• +.ODs 0 �N/ o •,,� �1\ / /r r / / \ \ \ �\ \\ III \� R-GCB-T� NE 842.0] 18" 1.0ox LL z LL Q1 \` / \ \ \ \~' 85].05] sw 84z.o7 ,e• +.005 w K E 1 / \ 1/ f / \ \ \ J�� \ \�\�\\ I I �` \\ DD30B R_3p5]-T48 NW 842.°7 12" 1.001[ w Z) O 2 , \, 1 r \ \]. \ \ 1 1 GB 845.22] SE 842.31 12• 1.008 Y U 0 • 1 1_ r / \ hh �-�•.-�.a�> `� X�\ \ \\\\\\ \\`l\ SD309 R_3087-T48 `{\ 1` T �W.. ,Y a.ODlt SE 840.70 15• 3.508 B LU Z 0 1 855.885 NW eW.TO ,S LIJ 1 R-173}8 NN } Q \ LL _j I �� \ \\ j A;CONNECT TO OUSTING STRUCTURE J 0 ` I 1 ` `� /®--->--�-- B:CONSTRUCT OVER EXISTING PIPE 0 \� } Lu 0 Z z co lfj7 DATE w M \� `•j,•:�1' \ \ \ / I 1`-d / \ // 10/17/zola o t I ,\` \ A \/ \ i� PROJECT NO. '' •�`\\m , P•�= ' ; / \ ' 160633001 ' SHEET NUMBER 6051 N o - 0 5 6 7 8 9 10 11 12 13 14 16 17 16 19 20 1 2 3 4 m 0 k A a 1 m o 0 n __ ___BAw av WBB iT B rM D arcs x p•:uuusc-r Bxcs an BE gr w wox.a azBS,uwr.B uusr eE BE C A� Nrea+.i cm<«Ere r � xo rxvcnws o Bmomc a � e.§ U I szE a Bisw NaE vEx Eacu ao°m �� R^r ° ,ES s�xDnroxcm a&o� %/o;epw�.�was,m smxE aEn EOrx mBES �S2 ��:� i No bra B�.asn cevrx c E ° / 2 j`n: uvuvDiE°zin".°°g.AO - vw:GST UU«olE Smtwxs g d° /:`.°,o.e rr'_ °� �`8� _ �� �: ❑ x =E.- IE g iTC.I -Fl R vO.R {) a a.0.. ❑ UG nor "" 0 ARE.u'o EIEV"rw, 5 Gw1 IMWx RYDi Ww. =w '^ m n` = s xaem ro A«exoe ssm.nes no.iNST -cna, T. z. (CCKAErt von gcac«T co E - m WRUr m.+•,Ex - Ev.xzar.art >9N o STORM SEWER Lin cN!w w �reP wMx CLEAN—OUT r OJ}5 a Win";F°ro E"E•'�,x�:"°" ' roi Cltt a IRV.°2/]Mi pn 01 CATCH BASIN TRANSITION DETAIL B-612/8-61�KVTZM/-' umrrcB«•ua.xr oEi•L BT IaQ o CRETE LATTER CATCH BASIN MANHOLE m`� ' N € Nsc.aRla $r.L f.� vuTEARIIEMT 403 BE1+•RTMDR •ww.m an wm F gMW6RT •w«aa „].wm, 304 lz �rd�Z JN ° -REFERENCE DRAINAGE SCHEDULE ON SHEET 6051 FOR PRIVATE I-aQw o 3 STRUCTURE CASTING TYPE QO`o 0 r5v�ii f a I ofwlz kl a a Z G E Z m m Q N o m o Z ° IB ,Y IuN 2 05 a , r uAs U LLJ o Z v V a H a iu - o Qm - °A J j � Q 0 6. z v I CONCRETE BOX CULVERT Q W _ Z N arn rawcm` `sT°wI sESTA•o.Nn urn cmm ro vnM atenimffw w:lsi C smiuxp�mlam tasty«EE? u xG m k m e c E•aExi w•x rmic•E Ew.LL Cwsn«c Crsix WUEaaT T la• v�i fixtW En'F] U 1E ernY Ui r Oxm¢T CwEwM10gALn«i BEivA eE ,T�s O < E V wxcs .uxcnax rrx•ausnna woes ua cAS,r+a IY un CASnNC. a.E uus Z E C ^ Z —s<AB s"•I.BE wE,E«—E. aER axa,B s V' � f s- m"«°s E�a�rx•°r°Ewo.n afOR �.. c,`as.B °f° R-. BE.« as sT Ba b (n W K REINFORCED CONCRETE PIPE (RCP) ALL OTHER PIPES . ,,,�„ „ar EB BEEO. Q ? AND SPIRAL RIB PIPE INCLUDING SPIRAL RIB B6°”""°"`a`n°" ,• E a"wx_ TMµx `t : .� ~ w _ arosmEAU smE° u.rwaE ..Ecm' iwc care 11E. . ,s REr z SMALLER THAN 50"0 PIPE 60"0 AND LARGER " °`° U W O OO -N RA NOTES C.xPPO„ D<°NLEiHEEn _ STS.oTMEµxi„c ww CwrH } Q ¢ ra aoaas rtEr A o. J U _ - n➢o�.nNO xa xxo raa _ anE xa W O Z o srr.�ra>E voos w'«i�xD.0 ei a�wa a ,Em.0 ewu Tuuo«� L eNC man_81-MV ax�a m an.co,PA<rm ro .m i«nccam.HCE BErsEU.Isows E.. - °wrH rs IEa r«.0 a Rsi -- -- J O p i (D v BE ABB I-A m W N..—RE -- --- --- Z z ° oo«xACrm m Bss s.>„o.,ro xxowoa. a. .«ios.„a r^ m a i = w fi UE`Ee°wS dwc.v nw suLL BE r ` H TPF E r. V/ z vB `sra,o:«o v acrwa:P.°ECho�°am�'c E.s lo. rv.x onvano„s .0 BE w aI wwsT`m) OTMO-ERA M « w �xE(BEE °•I"01E,o r°I0i N..'Ew`a �' :• r Rna slwi.s m o DATE w= .umiEVr�AOTO�cu,Ai•9100M nar.w, 10/17/2013 PROJECT N0. STORM SEWER 0 3m.� L/RGE DIAMETER MANHOLE(STORM SEWER) a�/E^ 160633001 r woalaw STAND-- fM MANHOLE �SiPL PLATE w S� f sM2 SHEET NUMBER TRENCH AND BEDDING r T 1 ceNa JJ «.rz N -s 301 , 302 6054 E 0l.MR[NT E rn N o - 8 1 2 1 3 4 5 1 6 7 8 9 10 11 12 13 14 16 17 18 19 20 m 3 o A LEGEND UTILITY NOT ESAL IS TO BE IN PLACE,AND COMPACTED BEFORE 1. ALL FILL '• } �W ♦ 11 It 1% T }'�'i�� ,� F,TURE O-IFORMENT INSTALLATION OF PROPOSED UTILITIES. E `\� ♦ . �,`, A�i�� �-�\ `^" 0 60 120 - PRO 2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 - / ♦. , ` \ ' / PosED EASfMFxT HOURS BEFORE CONNECTING TO ANY EXISTING LINE. !� �� ---- vROPERtt LINE SCALE FEET 3. SAN ITARY SEWER PIPE AND FITTINGS SHALL BE PVC SDR26 PER ASTM i 11111 101 TELEPxIE D3036. B ^ S�,.i / �J (, t1V L\.' ` / \\J •w OunU cavw,c/POwEa 4. PRIVATE WATER LINES SHALL BE AS FOLLOWS UNLESS OTHERWISE SHOWN: LU 'r`� � ♦ +' A SANITARY SEWER PIPE J v ` urvDE0.GROUN UEC T 4"TO tY.PVC.AWWA C900 RAZED OR 18 CLASS 150 PER ASTM 02261 OR DUCTILE IRON PIPE,PRESSURE CLASS 350 PER AWWA C151. Y AND 1``,w \1 \\ SMALLER,EITHER COPPER TUBE TYPE"K"(SOFT)PER ASTM B88 OR PVC, TE I WA MP PIPING J SOR21 RATING,PER AWWA C900 AND AS1M D2241. MINIMUM TRENCH WIDTH SHALL BE 3 FEET ON ALL WATER,SANITARY AND STORM SEWER PIPING.SEE DETAIL SHEET. PORCE MAIN PGE ' / siOaM SEhfT+ 6. ALL WATER JOINTS THAT REQUIRE EI CHANCE IN DIRECTION ARE TO BE - Z C • \ / NM MECHANICAL JOINTS WTH THRUST BLOCKING AS CALLED WT IN = GALE VALVE N VALVE BOX MOST BE x20 SPECIFICATIONS. TRAFFIC RATED IN PAVEMENT AREAS) \ 7. ALL UTILITIES SHOULD BE KEPT TEN(10')APART(PARALLEL)OR WHEN ((j '\\ \11V`11` ♦\♦\\ `'�♦ ` FIRE HYpRAxT CROSSING 18"VERTICAL CLEARANCE(OUTSIDE EDGE OF PIPE TO OUTSIDE 11"11ANT EDGE OF PIPE). „ e D. REDUCER 8, CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-6"COVER ON ALL F q`^R WATERLINES.INSULATION SHALL BE PROVIDED IF THIS IS NOT ACHIEVABLE. gamg F //�/ \ \ // • POST INDICATOR VALVE na'g ``s \ •� �pNITAxY SEWER MANHaE 9. IN THE EVENT a A VERTICAL CONFLICT BETWEEN WATER LINES,SANITARY ll/ f t) \`�\ LINES,STORM LINES AND GAS LINES(EXISTING AND PROPOSED),THE E l ✓� / l 1 „f 2 / ♦'V *x/77 ` a• SEAR-WT SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT ,TWO D - 111 / _ LEAST 10 FEET ON 80TH SIDES OF CROSSING,THE WATER LINE SHALL /TS \ ORM SEWER sTRUCnRE HAVE MECHANICAL MINTS.1 APPROPRIATE THRUST BLOCKING AS s§• >, \�1VVV \ / .� POWER POLE REQUIRED TO PROVIDE A MINIMUM OF 18"CLEARANCE.MEETING REOUIREMENTS OF ANSI A21.10 OR NSI 21.11(AWWA C-151)(CLASS 50). `T ``\ \♦\ / C7- GARS METER ❑ PIPE Ba 10. USES UNDERGROUND SHALL BE INSTALLED,INSPECTED.AS-BUILT LOCATED z 8 t ♦\\ SEWFR/-MR FIUC (IF REQUIRED)AND APPROVED BEFORE BACKfILLING. O /! G f 11, TOPS OF EXISTING MANHOLES SHALL BE RAISED OR LOWERED AS m pppp ,/�T ♦ \ TR lGRMER PAD WITH BOUARD PROTECTION NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS,AND 11-11114-LEVEL LICHmoLE nN0 BASE TO BE 6"ABOVE FINISHED GROUND ELEVATIGJS WITH WATER TIGHT LIDS. p c E w `- ;` - ♦ \ �\ C i 2 FXT NATURE LIGHT UcOL P0.E An0 BASF COMPRESSION STRENGTH AT 3000 P.S.I. �] y I MH-308 CROSSING: ♦ 12. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY r Fo E I ( \� /° / :- TOP OF SSWR:846.52 \ � \ 2 TxTURE UGHi POLE AND BASE CLy^ W BOT OF STRM:847.43 \ \ BEp ♦\\\ /! 3 FI%NRE LIGHT POLE AND BASE 13. DRAWINGS MAY NOT SHOW ALL EXISTING UTILITIES. (rj G�?I� ( ♦�J~� 1�� �/ g''( CROSSNG: NT \\ © StwITARY SExTR STRUCNRE IxgCAiOR 14. ALL WET UTILITY PGNT$OF CONNECTION SHALL BE VERIFIED BY THE O c I iI I m PROPOSCD /, ,' 'VV VVV B"X 1 \\ CONTRACTOR PRIOR TO TRENCHING. GRAVITY UTILITY CONNECTIONS SHALL �w TOP OF .865.23 VVVV PRIVATE urr 5T4nPH v f S BOT STRM:846.80 V , AND ENSURE 0 DESIGN DIPAOPES VERIFY ON THE CNCBENACHEIVED. r lL�°� OCATE 10 WATERMAIN + P U ¢ ry a¢ J I -FIRE SER 0 °t. S ! CROSSING: WET T \ b �,,, _ ExlBm+c GAS PIPING WHERE THERE IS A CONFLICT BETWEEN FIELD CONDITIONS AND THE PLANS, ��wo II TOP OF SSWR:845.53 THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. GE y` - )II SEARS MH_ / - \ EABTNG STORM SEWER €m�j p MAINTAINED AT A ME ` ` OT OF STRM:847. r- b - �., ♦ P F \ l� \ _ EXISnNG SANITARY SEWER 15. REFER TO INTERIOR PLUMBING DRAWINGS FOR EXACT TIE-IN LOCATION C F $ 1I i ! CONNSACTNITO E�TINNR ♦ `\ '�I� ~ i'j / / •f� (yT V \\ I ♦` � Ex BTING cWMUNICAnarvS ELECTRIC 16� OF THE LWALSAUTHORITESp CITY OF BROOKLYN CENTER)WI1H REGARDS Q ��€a �N V i I / \ [ / 131 , VV VV !1 \ l 0 IZE OF ALL UTILITIES. ° \ E Agy [ VV VV FOR COMPLYING WITH THE SPECIFICATIONS r MH-306 / � p+ I VVV`' ♦ ♦\' I -----...__.__-.. 17. THE CONTRACTORS IS SPEGFIC ION OF THE WATER AND SANITARY SEWER'0JF JO K+ t 4 \ Ex15nnG EASEMEnT TO MATERIALS AND INSTALLATION �I\\ !/ L z ;ow TO c I 1) MH-10\ V O ♦ ALLY CAUTIONED THAT THE LOCATION mrSVV'i� N s I 8"%10" / �N t �� \ AND/OR ELEVATION OF EXISTING VA UTILITIES AS SHOWN IE THESE PLANS IS n WET TAP / �y r VC \\ BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE x� WE m ' � ♦ \ POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION R NOT Imo, n L I �' / MH_SOy ` TO T RELIED E AS BEING EXACT OR COMPLETE.THE CONTRACTOR /- / \ / / ♦ \ MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS U U O BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF 3 u G E `11111 i VVV,V`♦ \ UTILITIES.IT SHALL BE THE RESPONSIBILITY C OF THE CONTRACTOR TO z m' ° 1A'I,11 iV x.+.<.,; ._....,,*� y ` V \ ♦V \\\ CONFLICT WITH THE PROPOSED y\ `\\ �" \\♦ \ �� RELOCATE ALL EXISTING UTILITIES VMIGH m o IMPROVEMENTS SHOWN TI THE PLANS. � • ('Ir 1N�1 ' ```((( \ / / \ \ 18. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY \♦\ \ CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR LET F b {'111 \ \\\ TO AN BUILDING POSSESSION Np THE FINAL CONNECTION OF SERVICE. /♦ \ \ 19. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR F.I 1 ♦ \ INSTALLATION REQUIREMENTS AND SPECIFICATIONS. b • W',',� \\\\ 20. ALL WATER MAIN AND SANITARY SEWER UTILITY EXTENSIONS,REMOVAL AND RELOCATIONS SHALL MEET THE CITY OF BROOKLYN CENTER DESIGN STANDARDS. Z v s �1y1111 1 1 y EX MH \\\ 21. TEWATE-RING SHALL BE PROVIDED 01 THE CONTRACTOR,IF REQUIRED DUE Q%• !!p 1/ ' 1 ADJUST RIM ADJUST ISM �3 \ .. \♦\ EX.MH 2 RE:85243 EXISTING S E A I\� \\ TO SEASONAL GROUND WATER VARIATIONS.IN ACCORDANCE ATE R APPROPRIATIONS WITH ONS SPECIFICATIONS AND THE MNDNR TEMPORARY WATER APPROPRIATIONS J 8,11y .yW V \ GENERAL PERMIT. F - 'YI ♦ \ 22. CONTRACTOR SHALL COORDINATE WITH THE STORE MANAGER OF >tAll '1 \ \ \ \ OPERATING BUSINESSES.UTILITY COMPANIES AND THE GTY OF BROOKLYN '- j I 8111 ,I 11 /\ \ \ (NOT IN \ O TENTER TO MAINTAIN UTILITY SERVICE TO OPERATING BUSINESSES AT ALL TIMES DURING CONSTRUCTION. _ CONTRACT) \ \♦VV O ♦♦\` 23. DIAL BEFORE U DIG,CALL 1-TO My FOR LOCATION E UNDERGROUND UTILITIES PRIOR TO NY CONSTRUCTION. IN THE TWIN C,T`" AREA MW 651-454-0002. ° 1,, ( /V \r \ \ \ �'� ♦♦ 24. THE ST ATION CONTRACTOR SHALL REFER ID ELECTRICAL PLANS E AND SPECIFCATIONS FOR SITE LIGHTING N1RE ND CONDUIT DESIGN.SEE 6 1 1� 1(( ' /, \ \` \ \ A`\ \ ♦ / �` PHOTOMETRICS PLAN FOR UGHT POLE AND BASE INFORMATION. 25. LOCATED I DEVICES INTERIOR AND PR2 ASSEMBLIES.AND METERS ARE H-2O-E LOCATED IN THE INTERIOR OU THE BUILDING.REF.ARCH.PLANS 26. ALL UTILITIES ARE PRIVATE UNLESS SPECIFICALLY NOTED AS PUBLIC. 27. ALL UTLII WORK PERFORMED AND MATERIALS USED SHALL CONFORM TO F I EX.MH THE CITY OF BROOKLYN CENTER'S STANDARD SPECIFICATIONS AND /F� \ D ADJUST RIM . DETAILS. 0 V1 o/ L I, 1 \ RE:$50.32 1��I SANITARY MANHOLE STRUCTURE SCHEDULE 28. ALL WATERMNEN CONNECTIONS TO GTY WAIERMAIN SHALL BE INSPECTED Z Z 1 Z r4.'i1 I \ Q \ EX.MH VV, BY CITY PERSONNEL ^ _Z LLJ K N w 444§' ) I XBSpR M \ STRUCTURE STRUCTURE RIM/GRATE INVERT INVERT 29. NEW WATERMAN GATE VALVES SHALL BE INSTALLED AT ALL CITY v, w E ', ' 7 ,�, 1 \ \\�� N0. TYPE ELEVATION ELEVATION ELEVATION ON WATERMNIN SERVICE LOCATIONS. 0 B U £ 11 E 1 \ \\ \ V \ MH-MB W 7H D4793 30. ALL SANITARY SEWER CONNECTIONS TO CITY MAIN SHALL BE INSPECTED N /\ BY GTY PERSONNEL L�L1 1 MH-30] MH &42.83 NE 845.62 SW 846.45 31, HYDRANTS SHALL BE LOCATED AT 3'FROM BACK OF CURB. V LI_I SE 844.45 O - 1 1� MH-30B MH 852.]1 SW 846.36 32. NEW INVERTS SHALL BE CONSTRUCTED 4A1ERE CWNEGTONS TO E%ISTNG Y U O \ / PUBLIC SANITARY MANHOLES ARE MADE. LLJ L MN-309 MH 851.96 NE 845.02 NW 845.02 33. ALL CONNECTIONS TO EXISTING WATERMAIN 4"AND LARGER SHALL USE W > Z L J�1� /, r^✓ \\ A1\ MH-310 MH 85269 NE 845.69 SW 845.89 MUELLER CO.STAINLESS STEEL TAPPING SLEEVES MODEL H-304. 11 J 1 (, Y0 MH-311 MH 848.93 N 8µ'm 5845.52 O z c E 843.52 0 F o y ve SIG MH-331 MH 849.83 W 843.50 S 845.50 ��1� M1Q/ 8 Z 1 ���x: �,�..•q C \ THE PRESENCE OF GROUNDWATER SHOULD BE V LL O BID SHALL I ON TH,S PROJECT,CONTRACTOR'S Z m Z W / BID SHALL INCLUDE CONSIDERATI ON FOR d ° J •�(� l t�/ W �/ CONSTRUICTION THIS INGENCY PLAN = Z ' _ O rrnn INTERTEC DATE 05/27/2011 REQUIREMENTS. _ M 05/27/2011 FOR W Z GROUNDWATER �B / DATE UI 5 / \ 10/17/2013 NO SITE KEY i E o 3 /` ALL CONTRACTORS MUST CONTACT PROJECT x N.T.B. 9 \ GOPHER STATE CALL ONE 6063300OI E ( /"-••� MN TOLL FREE 1-800-252-1166 SHEET NUMBER 1. E \ /01 TYANOCITY CITY 651-454-DO02 6061 P N o S o IS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 1 18 19 20 m a 0 A DESIGN OR EXISTING GRADE y vuxi oar PIr�PE SHALL BE CENTERED UNDER Z (SE,9E[om �E„°iCD INSULATION UNLESS OTHERWISE SPECIFIED. o xlsxm smFAa I°oEV N 13 Dl ti b = w Ece[uc licivs lcrsu) ro " s'gEB°a °¢ COVER OVER PIPE- ° WIDTH OF INSULATING BOARD-b > ---MINIMUM 4"-SAND FILL-- - 2 R sEWm r�Irxsn g aEauam _ Z. -) � T _ ____ INSULATION 3• 9 SAND FILL d tO RIGID INSULATION q' 7' z 0 % �\ \\/ r Mx. 6. 3 " r Wm ro IK,[rz ,� VARIES INSULATION DETAIL xr�Ixsu1AWDN xEDDRm g" }n�•x`�".r/\>%,. ///\\% - ❑ �§� D rooT o) gD sEaEa xaN �xExT $ t p 9Aa 5 ro BE ai = �,FR uBm�iT/SU CeADE ❑ oP MaN c,H o`P°�TI vaI D.D. O.D. z c vAaas T cA ExD, Ni:A':'s;D ES& D �-! a Y N �/ MraIE :o/,a9M sAls aU9,ax•M Es a wPFRCEx,rnEa9 UNDISTURBED UNDISTURBED CV' EARTH OR EARTH OR- SEWFAN(AOSSN¢ u: nKec)" iEW COMPACTED COMPACTED FINAL E _ IE cmWVaM6 D'•1•" - sMroaw DR- FILL FINAL FILL BACKFlLL wCnxU. BACKFlLL a E AIKSro.DP) Aa(c°wV MP) ,ME.. l~ ° s �c ss' v�vlE W= Ra[T+ro,IrzciDAWSi.WEx> Da`.�DE Z �Rel o is' i# s.s• PIPE z SPRING 'O Z INITIAL Oj>-J SPRING 'O Z INITIAL LINE ° TYPICAL WATER MAIN OFFSETS DETAIL: P.O.C. LOCATION n LINE eAC LL ancKFIu ND SLUE D,PD¢DG HAUNCHINC �/%i a S )HAUNCHING �/ Z'.; d z E 4•BEDDING >4•BEDDING W �maS t)z E (MIN.) �y n F srt¢wTWx P08i 4• PIPE DIA 10.0 W 4• (MIN.) 0.UD xvre nuw ur rw:DD Una rtru[n.a. E.sc,on r° xr� - OF E+ 12 TO 18 --fi >12 > PIPE�IB Fla�d�F N W a wpm .. WATER LINE r 1 SANITARY SEWER r� Z Nou I "D GAGA[, � ' Wxm uux vuwe w ) N.T.S. N.T.S. ° Ti �mrm s2 W =¢v°iao ° c sxrs ,, G E uv•rwc °"VI=E £ us) eW..w,s BA% [ aoo GENERAL NOTES Dn om ra.ED.Pxr:r rsxT F e as• uW 1. BEDDING SHALL BE CLASS I-A WORKED 8Y 6. FINAL BACKFlLL NOT UNDER PAVED AREAS CAN m ° P. o •S " -1�E 3° o ,Ewn^Ww wwr u m.c,u O muxan Ew,x M. Eau, �m RP n Ea w THEN BEDDING HALL BE ClASSTII-1 BAS BE CLASS IV-C COMPACTED TO 93X STANDARD Q HAND.r ° M E v mAS usm a.0 PROCTOR. BACKFlLL IN PAVED AREAS SHALL COMPACTED TO BSJE STANDARD PROCTOR. BE COMPACTED PER SECTION 2300 OF THE SPECIFICATIONS. a as Avo vv i�RIxuwA( ae a xiDS p ]. ALL MATERIALS ARE CLASSIFIED IN F $ f• 4Tf r•c WW rum mn ,up�s�/•.G Ens,w asA. uuWA# 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE ACCORDANCE WITH AS1TA D 2321-89. I. 4� mxROW° ro e.v�uU ,M Fa w,E vU.E BY HANG TO ELIMINATE VOIDS AND SHALL BE CLASS IA u Wwivx�m ri a" mvAn wm e w s2 seuoxm wn,E ° t , xx^..aoxE D� 1+4 SHALL I-A OR CLASS-B OR CLASS II COMPACTED TO " :ti:_ a {.-. +.•: I M m•.'Y[ia^MO�rW 8 MAXIMUM RB'LOOSE LIFTS INSTALLED IN f1 I ,�m — BSS PROCTOR 5 II " ,ai IIaaVM wee[ + u�G^sD Aim°VLLiwo aElT Ww[xsT R • ' r `. - ••Wx WI1H AS1M D 698. CLASS I AND IV-A rea a Aunty Ax W. 3. WITIAL BACKFlLL SHALL BE CLASS I-A MATERIALS SHALL BE N COMPACTED NEAR r saS SSrt yR�ry�M WORKED BY HAND,OR CLASS 1-8 OR CLASS II OPTIMUM MgSTURE CONTENT. y� Dsut W mltss,E r,Y __ _ FWU r•e COMPACTED TO 85%STANDARD PROCTOR. 9. FILL SALVAGED FROM EXCAVATION SHALL BE J �' 4. INITIAL BACKFILL NOT UNDER PAVED AREAS LARGER THAN DEBRIS. AND ROCKS ' X CAN BE CLASS III COMPACTED TO 90% F >r aY"• WM� OVO NJU STANDARD PROCTOR. I- ❑ a 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED. 1'' 5. FINAL BACKFlLL SHALL BE CLASS 1,11,OR SHORED.SHEETED.BRACED,OR ODIERWISE LLJ 111 COMPACTED AS NOTED IN NOTES 3.AND SUPPORTED IN AMID AL DIN OSHA Q uxnuue 4. REGULATIONS AND LOCAL ORDINANCES. (SEE r °c a RUUS sVU t r,nA9#D SPECIFICATIONS) IWP,�a[D w.RS,awwc.s a, m" uu,s uc+>m w Eartmwrt w,, r xAaDT DD .xa �AN.W D>WNE UTILITY TRENCH AND BEDDING % RE HYDNAIT AND GATE VALE BAMITART 6EERVCE CONNECT TO RISER REY.��, --v a CIEA,OUT S R-RE D1MI, �• 0.0CKMC AM SENT RESTRAINT FOR WRIER MAIN v m/fD, G 3a N.T.S. a sTM� 1 cw,Ea s%„"t frLj srr[A>i ,$r t fslj sTnun..T.sao a.c f.iAl� 1aIWC WWMS 103 oou[„W`Ri 101 216 DTU1LiRN 12/21/04 373 iU € CO�O;o c rDST xa #vsTMm ""rx1D`°,". 1 n N.o.a 6 roiw rs T o a.D axMn,n< Z z s �. Nx ® ° Kx.»RMIW�•w� ..�E"° s D x a,x x � z_ ° Ist WZ snuu,srt a wx '•W __--_ U w W K E U rL 1 _ - �am m K uM�s D.wO s[rnox.-^ axH x U Z w Y U O xo K W Z o eLy L J-- ° . L.L a _ W.,Ea x+x xaxDwR x.DaAxi * _ ::c .�-'< .< --_ "`nD•':W`W.wFx,MCW o.aR"'mw,'"+ _ sxDS,uRxo:d r , I0� $3 _ a[x��u^�osw,wPc arz.[cM w"at[eEa T U.w..a enY r, W W A R w x o sDxc _•_-_.._ r. ,o..,N A IL- 5«,°" • ,x...>s»m�v sn. ,oE[ U z Wi• L J Y J O� , 1.,I LL 1-z O O �s�arp1°'n AWq �n N V r m e^M,M,n m wv, �J LL >p `.. ro x..s wDMW .s aEO.m Z m z ? 5 aaA "rzE mtu ® = aw Irt%"11 e.WA Dri: n.°.Re.um° .P� z - .,-.r r .w«a.°x•cwx a As v[Prso v�,epw wm aalW�u r�� ^�. . TME,ron , U) x oM 1 r .-Iro a EGA.[ ^r, eE,w.x„xa"x RM sc.rA.wE>: aF[veom. "10n,"0EU1 v.a. x.Ea.m�rs DATE cis[vaa [w ro A wn sE.D�.+w LIZ ws.uuxw WAAa.W,uu,o, w F - Eaw use �114A.w MAwaK � v® 10/17/2013 PROJECT Y M.n«Wxo,r x=W.[ �AV rW ���R PROJECT N0. ISiY R.c. 0 aWUMC WMaEwxi s 102 rcvAaDlM,EY M°r F uoAq �°"W" $aw.t LW-j A) eEVsT.3/AP, vus[c Aw s W$AIEw fl.TI.G Ht T t u AAn01L 1RV.pl/1J„ �vUDUC�.cM,i,Ep s SNATARY SERVICE RISER SECTION si 1 1oAWWOrt MMHQE(SANITARY SEWER) t 160633001 MAKDLE(SANITARY Y$EW GA.V.L.AND BOX WATER MAN-STORM M SEWER RSN IN6UUIM x e ¢ $ --7 m $w f t. SHEET NUMB ER 104 214 E YS 6064 N E o - [i Drawing name: K:\TWC—LDEV\CATLIN DEVELOPMENT\BROOKDALE CENTER\CADD\PHASE 3\Plan Sheets\6081 PHOTOMETRIC PLAN.dwg 6081 PHOTOMETRICS PLAN Oct 17, 2013 5:56pm by brion.wurdemon C7 n 00 D _ �1 x as Z e.Rwaa er ona Imo,on°.rN,.�oa o.<m,mc.,nme arrow..Reae.„moamnm aea.aoPrar�oo er klmle>—Nae.�a naaec�.raa.I.a anall ea.unwe r.ewrr m Klml.r—Nw^=na n x�.eea.m<. FaWmenl ei aerN...is...... as Halt lar tna aPacinc P�rooaa ane tliant rot wniM it was o.aoar. Tula mc�manl,roy<ma ann 1ne coo<aP1a.m eaaigna P aae°.a n.ram,oa ee l CY x. .-v^-11'x_ '� •-..mss- .•--_ -sY- � i � � �..C,,e Al A. it u i �X � .�,. ��, Co z 1 1 D - Cf) \� In Z m . � a 3 y off to 111 -10 Y o I-Al M .. �I O �z q J <' Z� G7Z 0z r �� Tr O � m Co Y --0'0 w �O ;�D gaisa1z'i A 04 T' >° ANC zmz00� MNI H a 0 20 °°'°- n o P�' m nZ�y� N -°N € n V X r myA �,�RpE Z 6'`oms a a9^.l; 'mW§§y2yy2 '0 O r z NZNny gy AH iNPIM ' III 0 0 O •+ n T. $Z Cs D�� 6 �� AN R Z O G)m `oA "I A T i1 Z m 41 N O n T 00 On C Z z NO y0 I v0 m w PRELUvE NARY - NOT FOR CONSTRUCTION SCALE HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR SHINGLE CREEK CROSSING AS NOTED REPORT WAS PREPARED BY NE D Y LICENSED MY DIRECT ❑=❑ aW e�'n& _ DESIGNED BY PROFESSIONAL EN THAT I N A DULY LICENSED A JGG PROFESSIONAL ENgNEER UNDER THE LAWS OF THE STATE °° BROOKLYN CENTER PHOTOMETRICS PLAN OF MINNESOTA CRAM BY 00 z u N JCC LUCAS C.PAYNE,P.E. FOOD COURT CHECKED By DATE: 10/17/2013 MN UC.NO. 46785 No, REVISIONS DATE BY MINNESOTA WDM A HENNEPIN COUNTY 5 6 7 8 g 10 11 12 13 14 16 17 18 19 20 1 2 3 4 m ALL CONTRACTORS MUST CONTACT a GOPHER OPHER STATE CALL ONE q �JO1� MN TOLL FREE CONSTRUCTION 1-800-252-1166 ° NORTH �P BEFORE CONSTRUCTION BEGINS S TWIN CITY AREA 651-454-0002 x q 0 60 120 [ ` l ALERT TO CONTRACTOR: GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, Z ` FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE DATE IN 0 t ' •"k} �--• i^ SCALE FEET 1 PIRO�CT AND STORAGE AFTER THE GIXITRACTPMIlE51pN DATE FOR ENTS.OUTLOT AREA TO BE 5 B ..Y aQ ;t - -` THE OU ROT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS ° qy�„ % / tl N FOR W1LOT CONTRACTOR TO 1HE SPECIFIC PARCEL AT ALL TINES �'1 ? ,✓ 'f / - -- `! AFTER MILESTONE DAIS.PURCHASER OF WiIOT i0 PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY STATEAOCAL REQUIREMENTS SITE KEY FOR SPECIFIC OUTLOT. a N.T.B. aQ -2-PFC 3-SHL C _ T L� �Q li. z a" 5 9 u- 1 .3 CHB A ha 2-PFC/ ❑ D a /, t: X/ gF 5 FC � Z ❑ � Z / \\� LANDSCAPE PLAN NOTES k° 1] J J. PLACE{'DEPTH SHREDDED HARDWOOD MULCH IN ALL PIANnNG BEGS Q D _- (}�j'j(� a 2 MULCH ALL DECIDUOUS TREES WITH 3 FOOT qA MULCH RING AND All Gi ,rillr_ 3 E I i' _ 3-SLH �J '({ :•�- EVERGREEN YY PRE—ERGENTDHEMKADE SUCH AS PREEN PRIOR TO MUMUELCH. <� i a `-�� 1 2-AUPI ,r, \\ 2_pFC./i _ q ...- tr+•..II c, /JCX/ PLACEMENT J In�!. d_ t-FA$ \ 3-ABM S. INSTALiLNATIONNRREaStEMENIS PLANTING BED PREPARATION AND 0 8s 5 w z �f {. PLANT MATERIALS SHALL BE ACQUIRED FROM SOURCES WITHIN U ]gam j° S ; / 3-BH51 /l / / / HARDINESS ZONES 3 OR{ wa ]]�\\" 4-SHL E (` i'ri I \ Q f 1-AUPI \ �- 1 5. KEEP ALL SHRUBS ANO PERENNIALS A MINIMUM D<18'OFF EDGE OF /W x `FAS __- 2-CHB _ '4 L PAVEMENT F /. / b�.- f BLUEGRASS-FESCUE)SOD UNLESS OTHERWISE NOTED. PLACE SOD OVER Ijyk $N �IJ.I - , 6. SOD ALL DISTURBED AREAS WITH MINERAL(KENTUCKY ` 4w ( •-si {'OF TOPSOIL SDD ALL ISLANDS UNLESS NOTED OTHERWISE y' F Y QC 10-PFC- v rc cr5 m ,b 1-BHS1 Y \ >� `�,. / tob a0gd o a SDC " a0_RTO �, f IRRIGATION NOTES S`�w° ° �' �• :` 1. ALL TREES,PLANTING BEDS,AND TURF AREAS MTNN THE ';5gz // SYSTEMUUnLID GM E EXISTING RICONTROLLER,CABINET, AND LAND WATERnQU ' 3 BH51 10-ACC Q 1' \ SOURCE CURRENT SYSTEM IS A TWO WRE SYSTEM.CONTRACTOR SHALL '^THE SOURCE _ $ 6-ABM _,�� O @ / /, IOONTROLLER,ISOLAnON VALVE AND ALL OTHER COMPONENTS r a_OF it � l G E II 1� , 1-FA$ ..� �� Q J i< / NECESSARY' EXTEND IRRIGATION SYSTEM. � li , O 2-AUPI yam,' ` /�// \ / / 2. USE DRIP COMPONENTS FOR ALL PLANTING BEDS AND TREES AND Z m 2-AUP "� /.� V / �( SPRAY ALL TURF AREAS o a I /X` w �� i w a Q 1II1 o d B-ABM ' .I t 5-BHS . j. •� �/, "f 3. HEADS ACTOR E IITTERS�R G EXTEND NG ALL AND ALL OTHER A a �y VALVES,\ //\\/ /. APPURTENANCES TO SUCCESSFULLY PROVIDE 100K COVERAGE FOR a { LANDSCAPING ON THE UIL PROJECT. 3-FA$ W R+ `p H G,'I ,1 \ 6 1-AUPI � 0. PROVIDE DESIGN/BUILD SHOP DRAWINGS FOR APPROVAL PRIOR 10 ..`� N CONSTRUCTING IRRIGATION SYSTEM E%TENSION.E BASIS OF DESIGN r I "' �}✓ FOR THIS SYSTEM 91ALL BE THE METHODS. WALMART.MATCH / \ COMPONENTS AND HAUL BE E ADJACENT a-CHB b / LEGEND a t a1 ,,, '6-SHL" >_-i - � 3-AUP / \ i e \ w EXISTING SEARS Gp EUSnNG EES DREMNN < 5-BHS 2-CHB ?$�,r� m�-� Q (NOT iN v/� EXISTING RAIN GARGEN L/) STOAYAER AREA ABM 3-AUP CONTRACT) z 10-ACC �. MYIILY PLAMWGS c -• �1 N,' \ a-BHS \ -cra: < J ?a ^; r \ a \\ - PLANT SCHEDULE OVERSTORY TREES pg \ SYM. QTY. COMMON NAME BOTANICAL NAME moi`w mun SPACING REMARKS (� \\ ACCGLADE ELM AGER NPGNGAXMAL3GIL1N4 T1GRTGM 2.4fAL-B6B PER PLANS SINGLE STEM W Q `,I'I` 1 TJ I {- AE 1B AURMN BL/g MAPLE AGER%FREEMANI'Al11TBAV BIAff' zS CAL-BBB PER PLANS SINGLES" /z Z_ U n W. \Y \ �'• GFB 11 ISMMON IKCNBERRY CELTIS OCGGENTAus TIAI.-666 PER PLANS SIN LE STEM ^ LL E 4-$HL \ \\< SLH 1B SKYUN:HGNEYL000ST GLEGRSIA TWAUNIHGS VAR.INERAS IKYC0.E TCAL-BBB PER PlAN3 SINGLE 3IFlA 9Y10 11 SVWN,P YWBIE GYV( g1ERClld BIC0.Q! TlP1.-B68 PER PLANS SNGLE STE O w z ', 3-RVB - EVERGREEN LL as 7 t'11' \� ' F \ TING Ly ALP 9 A1ISTPoAIVPILE PINUSNGRA CHT.-BBB PER PLANS SBIGLESTEM U 2-RBC BHT.-068 PER PLANS BBTCAE STEM �/ U O Q Tr/ �7 I. BIS tT BLACK NLLS SPPoCE PK£A GLAUG DENSATA ,B Hf--� PER PLMS SINGLE STE 1 y ', �L-SWO \ WATER ' BH3, B BVLKNLLS SPRUCE P-AGLAUU DEI—TA LL� z U m u ',' rU W N,'', `+• i G', \` �3-BH$ J'=� FAS T FATALBERTSPRUCE PIMA PUNGENS'FAT AIBENI' IO HT.-BBB PER PLATS SINGLE STEM "� BNT.-BMT PER PLANS SINGLE SIETA >r - AUPI B AUETRANPINE PMLS NORA 'V' X " * \'l \\ \ ORNAMENTAUSMALL TREES w L $ i{ (Y 1* 1✓ \�• ''\'' z•rx.-eBB PER PIAIS SINGLE SIE U�-{{ \ T >�` f�:l \ �`r PFG Yl PRAIRIE FIRE GPIIB MRLUS'PRNNE FIRE I 1 O O it D_ S 1'U I •�,' ,q�,�:-A� T� Cy/' \ ` 4-RBC SDC a SNOVWNFT CiU1B M4LUS SNONDEB1. rCAL.-%B PER PLANS SINGLE STE LL O yO1 -'1 \ T\`\/ ` \�7' �� , \ I` - RVB ] RIVER&RLl1 BEl1AA NGPA 2'CAL.-BM3 PER PLANS SINGLE STEM J N O �3-$WO RBC B PoYER eIRaItaLAw) aeruA NK1f+A Ll.. Y THT.•BBB PER PLANS CLI.MP.]STEM MN. O m V 1, • L � LARGE SHRER�ABGSGEOOOGP.°m CORN US SERIGFA TAMLEYI' KGOITf. 80.0 T z a. z �a t' \ .o' Q Rro ee .1 _ '',� ;1 �i :;: .. �� \\ 1-AUP � W oM - -" 1\\ DATE _ -3a --.°.$• 10/06/2012 PROJECT NO. AV E '1 160633001 x N i \ 1 ` SHEET NUMBER 6102 8 0 0 Y m A Mm ' Q a PRELMINARY PLANTING HOLE DIMENSIONS PLANTING HOLE DIMENSIONS GENERAL NOTES [NOT FOR CONSTRUCTION HOLE DEPTHFGRB6 BIWDCONTAIWRPLANTSSFWLLNOTEXLEEDMEASUFMEM H0.EOEPMFORBBBPNDCCNTYNRPAN35WLL1NOE XLEEDMEA3UWAEN FROM RODTFW R ro BOTTOM OF SOIL BAIL FROM ROOT FLAIR TO BOTTCTi OF SQL BALL SEE SPECIAL PRQVISIDNSFQ2 SPEGFlC PROJECTREOURFMEMS. 1 PIMLT SIZE IFro MINIMUM HOLE APPROXMATE PLANT 3eE UPTO MINIMUM APPROXIMATE PIANTTYRE (A) (�HaE CEPH l2) PUWTTYPE ANDINCLUOING ROLE WDTH (�MOLE DEPTH l2) Z REFER TO MnM)OT SPEQFlCATON525T.3881,THE QNRREN INSPEGTOI PROECF LOCATION AND INOIAXNG WIDTH AND CONTRACTPfIMINSTPATION MONINL FdR MNOOT LANDSCAPE BR (q87 137 CON EROUS 1 B.B. R+ (12') PROJECES•FgR GENERAL EEOURI:MENTS. q B.R. IB lq SHRUBS B.B, E COMPLETE PREPARATOTRY WORK BEFORE STARTING INITIAL PLANTING BR. l+a 1q (UPRIGXi) SUMMING N OPERATIONS. BR. lS+ 15 1@ SPR BB. 3 (B7 Sal i BA (e@7 (18 SHRUBS SPR B.B. BALLED&BURLAP ED STOCK p ACNTIMS,LRMNT STOLKINACWRDVNa:WITH MrvDOf Seel PPoQt TO BR. (6G7 197 (SPREADING) 1 _ PIANTIN0. O:LI➢ACKS/PLUGS ( 2.57 .SCARIFY SIDES AND BOTTOM OF IHOE. 5 B.TS B.R l+a 12 CONT (T (37 2,PROCEED ON UNDISTURBED E PRINNNG _ THE COMPACTOR WILL DEMONSTRATE aOMPETENCY FOR SOL QATUITdi 1"B.R 15+7 (1+7 OPERATIONS AS CALLED FOR IN WNDOT25T=(_4)) 1.25'BR. 6a 1q .5 CONE. 3.SETPLANTONNTINGS .NATIVE SGLG-THE ROOT (i1 (q') COAPAIS AT PLANTING TO 2' ETHE FINISHED GRADE OOH THE CONTRACTOR WILL DEMONSTRATE COMPETENCY FOR ALL PLAINT 1.5"B.R 15 1 q" FLARE IS AT W RE ro aT QF THE FlN MGT.GRADE WITH $ INSTALLATION OPERATIONS AS CALL FOR N QMNDOR511.3f1w 1]5"B.R 1 /.5 CgNT. BURLAP MIDWIREBASKET,QFUSED).S'INTE. 1B I1 QT.GONE, 1 (e 87 4.SUIT FILLTONGTIREAI,P BURLAP IJAT I11 OF THET 8 RODENT PROTECTION NOTREGURED -INEI A PROJECTLOUTM CONTAINER 1 coNT. 1@ DECIDUOUS L T BA + (117 5.RAOTBALTGHENY A PROXWATELY-E THET TOR ¢OF E ORNAMENTAL gBg, Lge7 (127 GROWN 2CONT. THE BASKET OR THE TER PI-ANT.H REMOVET RI TOP I/3 0F y TREES B.B. FJ+7 (1q) PLANTS 3CCNT. ifl 0,1) THE BASKETORRETER TWOHQAULSU RINGS O ALLpIANRNGS WTH NdVfHO5PL1NXA13 #3 CONT. EJ WHICH EVERTS GREATER REMOVE ALL EALLT NE. Z FERTILIZER FERTILIZER @ Bg' i p CWT. l3 (117 REMOVE OR COR2GF STEM G.REMOVE ALL _FROM COMPOST M°iDOT 3890 TYPE 2 UNLESS OTERWSE PLANTING DATE BY ZONES 1 B.B. 1 18 CgNT 1+ 1 REMOVE OR CORRECT STEMaTALINGROOTS. e SPECIFIED 1 B.B. 1 q5 1 6PLIMB AND BACI(FlLL­­­- COMPOST SqL. ° SPRING FALL t B.B qe ,q iD LINT. MULCH MATERIAL M UE,F 3882 TYPE 5 NONFlED-SEE SPECS. KEY 1257 B.B. 157 Cplf, 1 T.WATERTIORWa1LY WTHN2HWRS roSETTLE PLANTS W^ pECIDUalS CONIFERaNS PERENNIALS SEEDLINGS DEGOJOUS GDMFEROUS (1. B.B. 17 /15 BCdVT. 2 1 ANDFlLL_VU,D FttQQ °„a PFEPARE MASS FLAMING BEDS FOR PLANTS /1PRIL 21 APRIL 21 MAY 1 APRIL Z1 OCE.1 AIRS.25 (1 T57 B.B. (887 (157 SEEDLING 15 1q 8.BALK FlLL- AND WATERRS OF D TIME. a MASS PLANTING pLACEDAT 5'GLANTIN BEDS PLANSE ro TO ro ro ro ro 18 sEEDUNG 19 1q 9.PLACE MLAGH WTHNgB HOURS OF THE SECOND WATERING ° BEDS SPE BDA ON SHEETS.PUNLESS SIN 6,9, gq7 (17 SEEDLINGS 1T SEE0.ING 3 18 NLESS SgLMgsTURE IS EXCESSNE. 2Ba ° STAGGERED ROWS DIN THE PERIMETER FlRST. JIVE 1 AIIE 1 AME 1S JUNE 1 NOV.1 SEPE.10 .5 BB. 18 SEEg1NG THEN L1NIFgRMLY FlLLIN WTIR APPoLT NR0.T MAY, gPTOLT IX.T.10 A11G 25 1 5B. B.B. 16 ULQ1 PALNTS.USE TRIANGU AN'PAro TO ro TO T° 3 15 A M CFIED OTNERWSE.PROVI R MED.B.R AlRE1 MAY 1] JUNE 15 MAY 1] N)V.15 SEAT.18 I B.B. 12 1 1q AR OF SHRUBS AROUND EA5 (�) VINES 1YR.N0.1BA 1 E TREE AND aCLEAR RADIUAR2YR.MED.BA T "REE.RADIUS HLL B PLANT INSTALLATION PERIOD r)TIE LENTEROF THE TRE to BA (331 " CENTER OF THE SHRIE.NOTIFY ENGNEER OF lT.fi/DOT 2511?F) DECIDUOUS BA (327 (11 OgE $ GROSS PLANT OWNNTY SURPLUS aR SHRUBS,ROSES BR. +a 1, DEFlGENLY IMMEDIATLEY.MULCH ENTIRE MASS q BA q 12 FLAMING BED. AND PERENNIAL$ BA t# WRAP ALL OAI(3 AND MAPLESALONGTREE 197 PUNTING O TREE WRAPPING CIRGLMFERANCE FROM CRANIA LINEro FlRST PERENNIAL HOLE BR. 1887 SdL (FROST CRACK MAJOR BRANCH gNOR BEFORE OCTOBER 21ST DEPTH BE BASED 1 B.B. T PREVENTION) OF FIRSTYEAR WITH COMMERGILL QNDE SHALL BE BASED 208. l3B7 In O W ° ASPHALTIC TAPE.REMOVE BY APRIL 20TIOF UPON ON_NTER BB. 1367 (9'I CONTAINER STOCK COW O $ FOLLOWNG YEAR. s INGINA q'Bg, +2 11 a _ PLANTING PLAN STATED gMENS10N35UPERCEq:SCALING FROM GONTNUa1S Bg. +e 12 1.SCHPoFYS" ANDS-EOFH0.E. _ a DIMENSIONS PLAT. ZONE2 TRENCH BBg. N 2.PRCCEEOWTHGOEREGTNEPRUNINGOFTOPMDDTO- 3.REMOVE CONTAINERANDSCOREOUTSIDEOFSQLMASS F� � ZONE MAP Be. 11 IX AVERAGE GNTARTJ QUEBEC BB. REMOgEECTANOPREVENT aROING FlBRWSROOTS. GALLONS OF 20NE3 ZONES LEGEND APPROXIMATE MIN.TEMP. CONIFEROUS q•Bg, qt i3 SEMWEQON UNDISTURBED Zy NNn PLANT TYPE WATER PER 2 eB•roc@F TREES B.B. ° 1 q.SETSLAMDIN UJOMS TBED NATIVE SOIL OR H oO< _ _ a°•TOJP F 6 THOROUGHLY COMPACTED PLANTING SqL INSTALL PLANT APPLICATION PER q -2 @TO-38'F AT LEAST y3 of @99. 6F 15 SO THE TOP OF THE ROOT FLARE IS AT qiW roY PLANT JJ.DAK /'Y BRNIQNES WILL i2" 1 ABOVE THE SAE, E GINDE, U OQ€ J 1j E _ `U1 BB. Br 1a 5.PLLme AND BAGKFlLL W+TH PLPIJRNG SaL. 0. CONTAIN TERMINAL 89, B.WATER T-OUGHLY W IHN 2 HOURS TO SETTLE PLANES MACHIE BUGS 1 B.B. (1@27 17 AND FlLL VOIDS. W €m-j E p TRANSPLANTED TREES W'L: BACK FILL VOIDS P3D WATER SECOND TIME. e.PLACE MULCH WHIN b HOURS OF THE SECOND r FOR ALL RLRNT STEG.DOCUMENT ACCEPTAB,LETY FOR WATERING UNLESS SQL MQSNRE IS EXCESSIVE. f BnIIFDaBULLPPPED p NARON SINTIEMN'ESOTAEd ER EPRDUECTSI`FE INSTALLATION OF PLANTS OC TREES IS LOOUTEO.ASF0.LON3: V � I FLLZW0 a Z BARE ROOFTREES MIQH. A PLANTSTOCKGONTNUOUSLYGROVMFGRATLEAS THE z ~ O &OLLEDa BUFRAPPED lB VSTTfflDMARSWTHNTIEAE: FTASLEUMITSSHGAM. OSHRUBS ax 1a•LONG I �1�NS Q E Tj BARE ROGT dN T B.PLANT STOCK,GROMN OUTSIDE TIE ACCEPTABLE GROMNG POYROPYLENE OR T Protection - NO O AMER SHRUBS ZONES gVKI FANGS LIMITS,HAVING THE SEED SQIRCE CR ROOTAI'O pOYETHYLEIE,40 ML Tree e e Are a N $$ K WOODY SEEGUNG4 + NO GRAFT STOCK ORIGINATING FROM THE ACCEPT/1BLE UNITS TOLM L S W10E 1aO1a11 X p�p ILL SHOVRL STRAPS.ATTPQI WITH F X X 3 PERENNIALS PND 3 E a TES UNACCE ABLE °paNARE' O MO. STEEL POST Z m m IT IS THE CONTRACTgYS RESPON51f9LFlY TO � EE CHART ° MONITOR PND MAINTAIN SdL MgsIURE AT 1.STEEL POSTS TO BE NOTCHED r o gOEWAIE BU &WAI CESSIVE LEVELS.TIE aY DRILLED TO RETAINGUY a¢ 3 AMOUNTS U51E0 PBWE ARE GUOELITES.NOT RES.PLACE OUTSIDE OF REWIREMENS. ACCEPTABLE PLANT STOCK GROWING RANGE LIMITS ROOT BALL,MY PLUMB t, p SOIRCE:USEA PLANT HARDINESS ZONE MOP SLORE.UESS d=GRANZONE b, SLOPE. gINCHE30FGWSE2 2.RUBSERHOSE STSTDSUSSTTTUTE a GuBBER HOSE AHD WRE CD COMPOSTMDOTHER TRUN,STEM TRUNK/STEM INGSYSTEMSWLLNOE SPEgFlE3AlJgTIYE3 TREESTOVEG. DO NOT ENTER T-ulE FENCED AREA -� TIDROUGH.Y.xED WTH GRAFT UNCN T1EE 3.TREE STAgNG IS NOT o INPLAGE OILTNATED SOILS GRAFTED TREE _ (rSUD)3„ELUNG DES NLSp3SPECIFIE We appreciate y r cooperation to CUTIVATEO MERE T�SIVA�1�,� protect these trees during W INRACE ADVENEFOU POOLS(MAY BEWSIBLE) WNDOONOFF NSAREA construction ~ SQL DEPTH 0 QAA 25]1.38) FINISHEDGRADEELEVATION OR BY THE ENGINEER LU q.REMOVE"THIN ME YEAR w Q BOTTOM OF MAIN(1ST ORDER)LATERAL ROOTS ROOT FINE O ROOT FLARE < E, 1. LO TIONS NDPI-NTING BEES FINE FEEDERROOTS R0_].J 1T Z LO A MNI5 AND FLAMING BEDS Q TO PAMELA M DEPTH OF,T. 2. SOILNG jL TENTS SHALL BE APPLIED ROOT FARE SIM SHALL L BEX 9'X 1a'SIGN WITH 4T5'RADIUS T'RFERS. /U(� WRING CULTIVATION USE L ED FRDED - V J PNJ/1MEFDED SQL EXCAVATED FROM SIGN SHPIl BE WILE WT1 BACK LETTERING.ATTAQI SIGN PIANING HOLES.REMOVE ILL-DEBRIS TO POST USING 1•LENGTH WOOD SCREWS,EDGE Q % INGLUaN2 ROCKS LARGER THAN S'DA AND T.T RESPECTIVELY FROM THE BOTTOM EDGE OFTIE SIGN PLANTING SOIL STEEL POST SIZING z N c CALIPER STEEL POST TYPE A B C D TREE PROTECTION SIGN DETAIL Q 1.INSTALL PLANTS PLUMB.AFTER B ILLING LESS THEN INSURE TINT TE ROOT FLARE IS ABOVE aT DMAOLMCE O 1 S TJT 3'JT q'd TAE, EQU $ INCORRECT dR(TOO CLOSE)WLL FlNSHEDGW�DE ELEVATIaN a2 PPPitOVEDEgNL MIN LIVE BRANCH RESUTWgSCONLINUd15 OLLLUS _TIE g2.2 L&FUTGED DRIP LINE 4 FORIMTINN AFTER ONESSGALLUS 2.HOLE DEPTH FOR B&B AND LONTNNERPUVDS TIIENq CHNNELSTEEL SIGN lOJ] q'JT @d 5'D' ~ Q _ BRACH BARK RIDGE GRONRH SIMLLL NOTEXCEEDMEASURMENTFROMROOTFLAIR INCHES PWTMHVOOT MIN. LONSTRUCLIQN OMITS I TO BOTTOM CF SML BALL ai PPPOVED EOJAL. i - NbRRECrcLn(LEAwNGBRAnaNCOLLAR PLANTING DEPTH DETAIL G STAKING AND GUYIN TREE PROTECTION Z z BUT ND STUB)WILL RESULT IN BUT 7-Q B B GONTMNOIIS I ou-NUT s WIPED CALLUS V J 1..1... V FITION AFTER ME SEASON OF O C GROWTH. 0 �- Z 2 A r i sTEPS ro PRUNING WTH PA'UNNG SAW D (1: 10.1TPARTWAY THROUGHTHE MULCH PLACEMENT U LLI £ I D BRANONATPQNTA < DEAD BRANCH 2.NM COMPLETELY THROUGH BRANCH FROM CENTER OF HOLE EXCAVATION WDTH Y 0 o FRAM PaN arow TYPE OF PLANT DEPTH OF MULCH IN ACCORDANCE WTH LLI Z U Q X PLANT TO OUTSIDE MINIMUMS FR an THE 1'1 O 3,OTFROMPONTCro EDGE OF MULCH PLANN G HOLE DIMENSIONS W ° BRANCH COLLAR a.LEAVE BRANGN COLLAR(C ro In NY c 4DONOTELUSHCUT(CroX) CONFERWS TREES 3'MIN. V• C-T ON 3' R +•8 STANDARDPLANINGDETAILS 0 a.DO NOT LEAVE STUBS(S TO AV D DUOUS TREES U $ 0 CONIFERWS SHRUBS S.N. - LB)SHEET >_ BRANCHES PRUNED AT TRUNK PRUNING NOTES D-DUMS SHRUBS 3'MIN. +� 0 ~ 1.PRUNE USING MEAN AND SWAP VINES 2'MIN. +� On SOSSONTYPEPRUNERORPRUNING 3•J• 3-P � O o U/ CORRECT TOO TOO TOO SAT. PERENNIALS 2'MN. PRUNING CLOSE LONG SLANTED 2.THE BEST TIME TO PRUNE IS LATE MACHFE-TRANSPUTTEDTREES 1TSEYONDEDGEOFHOE +� MULCH 0 CMO V pOWMANTSEA90NOREARLY 1.-MUQIBASK NO LESSTYTT Z W WO CUT LIVE BUD SPRING. A ANDNOMMETHAN FROMTREE T Z Z 2.AVOIDPFBWINGOF.KSINAPRIL. TRUSS' 1 W MAY NNE aR IUY. + 2.SUBSIDING OR DETERIORATING MUG H '/^� 4.M PRUNING IS N:CESSARY OR IF I S ACCEPTABLE THRCUGFOUT THE FURNISH AND INSTALL TEMPORARY FENCE AT THE TREE'S MKIIE VJ W OR IXXNSTRULTIgNLM0 ASSPEOFlED.FRIOR TO ANYLONSTRUET10N. _ MAIMAINED PT A MINMUM T WHEN POSSIBLE PLACE FENCE 2S FEET BEYOND THE MR LINE. DATE Q CONTRACT If TILE MULCH DEPM IS C3 WANDS OCCUR TO OAK TREES IN III I APRIL.MAY,JUNE OR JOY. IMMEDIATELY PAINT OUT SUEACE DEPTH. PIALE PROTEC11gV SIGNS AaNG FENCE AT 20'INTERNALS. O OR Y U NO W TH LATEX PAINT aR 3.IF THE ONA-DEPTH IS LESS THAN T JI SHELLAC. ADDITONAL MULCH MIwU­RED TO lO 17 2073 ° SPECIFIED FIE TIE MINMUM DEPTH V r SPEgFlED IN CHART BELOW. PREPARED PLANING BEO AND 3 s BRANCHES PRUNED TO LIVE BUD q.muLLw a3NTAMlrwreD WTH saL PROJECT N (T.-LL SQL MUST BE REMOVED AND REPLACED. (THCROUGKYLOOSENED) TEMPORARY PROTECTION FENCE PLACEMENT DETAIL 1 6 06 35 001 x MULCH PLACEMENT PLANTING SPACING OF MASS BEDS SHEET NUMBER PRUNING 6105 E E o - 0 m 0 6' SEE PLAN SHEET FOR WALK NIDTH ADJUST DIMENSION TO ACCOM MODATE FULL PAVERS(5"X5"OR 5"%10" - NO CUTS _ _ o ALLOWED). COORDINATE DIMENSIONS OF I rn FULL BRICKS WITH FLATWORK CONTRACTOR I` 5 SCORE CONCRETE TO MATCH TREE CENTERED WITHIN PAVER BAND HERRINGBONE PATTERN EXISTING WALK TO THE SOUTH SOLDEIER COURSE PATTERN 2' 6 15"SQUARE OPENING AT TREE z 1/2"- 3/4"DRESSER TRAP ROCK MULC I -� I8, CONCRETE 6 2 30 TREE I SIDEWALK 3 3 PAVER EDGE RESTRAINT WELDED&PAINTED .. ARE OPENING®TREE (BLACK)L BAR STOCK EDGE RESTRAINT " $ _ 15"SQUARE STEEL(BL C) A PAVERS AT TREE USE 5x5 SQUARE OPENING PERIMETER SWEEP 3/8"CHIP/ - / v WELDED&PAINTED STEEL L RESTRAINT, p GRANITE INTO JOINTS "q SEE NOTE BELOW - I -'_ CONCRETE PERMEABLE PAVERS(TYP) 1"OF 3/8 CHIP GRANITE BEDDING �m III E FACE OF CURB § rt _1.0' 4"CONCRETE SIDEWALK- SEE PLANS a I COLORED CONCRETE(TYP.)-COLOR 32" \ % " TO BE SOLOMON COLORS 920 t—�✓ z / CHARCOAL.COLOR TO BE INTEGRAL 'Z SEE LANDSCAPE STRUCTURAL SOIL(CU SOIL) ) -. PLANS FOR LOCATION i 4 LIMIT OF CU®STRUCTURAL SOIL ❑ I 1.75 PLAN_ EXISTING OR PLACED SOILS(TYP) F-I fr NOTE: 1.75 hVl z N o _ 1.)PAVERS TO BE 5°%10" ANCHOR PERMEABLE.COLOR TO MATCH EXIST ING TO E SOUTH.(NORTH OAKS BLEND) 1 H _ o NON-WOVEN GEOTEXTILE FABRIC ENVELOPE a s 2.)MEASURE WIDTH OF PAVERS USING FULL UNITS,NO CUTS PRIOR TO PLACE ALL CONCRETE. <� SECTION EXISTING OR PLACED SOIL za c s E < 1 v A TREE PLANTINGIPAVER SECTION OV V € 3 /�/'�'� Q 1_ V. NOTE, )! �m � a� FTW 1. ALL REFERENCES TO STRUCTURAL SOIL SHALL MEAN CU-SOIL OR APPROVED EQUAL. THE STRUCTURAL SOIL PRODUCT CU SOIL IS A PROPRIETARY MATERIAL PATENTED BY CORNELL UNIVERSITY(US PATENT#5,849,069)WHICH MEETS ` rpci HE REQUIREMENTS OF STRUCTURAL SOILS FOR THIS PROJECT. ONLY LICENSED PRODUCERS ARE ALLOWED TO SUPPLY THIS MATERIAL CU SOIL IS AVAILABLE FROM PLAISTED COMPANIES IN ELK RIVER,MN 1877 564 8013.PROVIDE FULL E DOCUMENTATION/CUTSHEETS TO KHA FOR APPROVAL PRIOR TO PLACING. '�owW o ;SAW 2. PLACE CU SOIL IN 6"-8"LIFTS. I pjawoz LJ � a g E � > � NZm m a� o BALLED & BURLAPPED STOCK 1.SCARIFY SIDES AND BOTTOM OF HOLE. a 0 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2"ABOVE THE FINISHED GRADE WITH W BURLAP AND WIRE BASKET,(IF USED).INTACT. Q 4.SLIT REMAINING TREATED BURLAP AT 6"INTERVALS. W u 5.BACKFILL TO WITHIN APPROXIMATELY 12"OF THE TOP OF THE a 0 z j BAL H T T i P 1/3 OF THE B ASK E TOR HE OP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS 0 P N TOP 1 3 OF HE BALL. REMOVE ALL TWI E. o FROM HE 0 / REMOVE OR CORRECT STEM GIRDLING ROOTS- J)Q s 6.PLUMB AND BACKFILL WITH PLANTING SOIL. z 6 7.WATER THOROUGHLY'"THIN 2 HOURS TO SETTLE PLANTS <AND FILL VOIDS. J ME fr 8.BACK FILL VOIDS AND WATER SECOND TIME. 8 9,PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING E_ i 2X ROOT BALL WIDTH UNLESS SOIL MOISTURE IS EXCESSIVE. to Z Z °a MULCH (/� W O � z 2 SOD 4"TOPSOIL U W j Y U O o I� W } U $ - I e — O w € 5 O O W Z PLAN O LL Z SOIL y 0 V co— Z m Z z 6 = w TREE PLANTING DETAIL w Kr9 = DATE 10/17/2013 v 5 PROJECT N0. 3 160633001 i Y SHEET NUMBER E 6106 E d S 0 o ' Drawing name: K:\TWC—LDEV\GATLIN DEVELOPMENT\BROOKDALE CENTER\CADD\PHASE 3\Exhib its\BROOK—PAU TOTURN—PH 3.dwq EXHIBIT 1 Oct 17. 2013 4:48Dm bv. inson.scrimshnw 0 0 0 EA Th tag-llher ith the concepts and design,presented herein,ut� NP4 x r, 0 > 0 M > < Z N US IXI 0 0 0 0 ....... ZA " > x A -M -< cn 0--I X M C) C) Z G) 0 r- 0 M 0 < z A M M 0 M 0 Z M M1 0 (1) cn z G) Nr M Z 133J 31VOS 0 z z LA z I 02 0 ul M M X z C M M o I I I 16711.OWS i r-J=-I wA&m-' ?%ii I ORKIN 01,171 is hall be rithout liability to Kirnley—Horn and Associates, 91 Al k IA Ar or j PA D OV, TIVM DNOO, llvk it I. 7,1 o > 0 r 00 P cn 0--I X M C) C) Z G) 0 r- 0 M 0 < z A M M 0 M 0 Z M M1 0 (1) cn z G) Nr M Z 133J 31VOS 0 z z LA z I 02 0 ul M M X z C M M o I I I 16711.OWS i r-J=-I wA&m-' ?%ii I ORKIN 01,171 is hall be rithout liability to Kirnley—Horn and Associates, 91 Al k IA Ar or j PA D OV, TIVM DNOO, llvk it I. 7,1 4 ------------- 7, 0 '7 d 'a rwQ7 E C o v) ln" M lj," E C14 co m W R \' Z? '7 Z 2.c 0 0 . . . V :E X Ld U) CL 0 Ix LLJ z Lq J 32 0 E C/) C:) 5 Z r m m FT1 -n m F=! m --1 00 E SCALE AS NOTED Kimlei DATE SHINGLE CREEK CROSSING DESIGN ENGINEER: SHEET NUMBER DESIGNED BY JOS 10/17/2013 E and Associates, Inc. MN P.E. LICENSE NUMBER: o. DRAWN BY Jos 2012 KIMLEY-HORN AND ASSOCIATES, INC. BROOKLYN CENTER EX. 2 CHECKED BY LCp 2550 UNIVERSITY AVE W, STE 238N ST. PAUL, MIN 55114 PROJECT NO. PHONE(651) 6421-4197 FAX(631) 645-5116 160633001 STORE#5625-00 WWW.KIMLEY-HORN.COM d S 0 'a r 4 ell :7 JR N 44 Ci iq A 10 % r 'a C11 0� rz V7 ro 'k m x b �-7 01 z a- 0 0 t x Lj (n 0 it z LLJ z Ld Lj 0 0 CD Cn F- z r m r7CL uj m-n z m < 00 CD W SCALE AS NOTED I(imley-Horn DATE SHINGLE CREEK CROSSING DESIGN ENGINEER: SHEET NUMBER DESIGNED BY JDS 10/17/2013 E and Associates,Inc. MN P.F- LICENSE NUMBER: 0C DRAWN BY JDS 2012 KIMLEY-HORN AND ASSOCIATES, INC. BROOKLYN CENTER EX. 3 CHECKED BY Lcp 2550 UNIVERSITY AVE W. STE 238N ST. PAUL, MN 55114 PROJECT NO. PHONE(651) 643-4197 FAX(651) 645-5116 WWW.KIMLEY-HORN.COM 160633001 STORE#5625-00 Drawing name: K:\TWC—LDEV\GATLIN DEVELOPMENT\BROOKDALE CENTER\CADD\PHASE 3\Exhibits\BROOK—PAUTOTURN—PH3.dwg EXHIBIT 4 Oct 17, 2013 4:52pm by joson.scrimshow W, �Fl 0 0 0 Ln 0 This d—ent,t,,Ih M the concepts nd&.ig..".-td herein, 0 N G) ) 0 > _L 1 I 0 U) Z 0 o o M ONLLSIX M z NU O LU rl Ch C .8 ;rN Z?h MM 0 M 0 z ;o ow ....... ...... ornw (A Cn Mo ICR > .............. .............. ............ --- -a rn o 2 M 0 w C4 --I -,J > 0 z 2 p r.) o r, W, �Fl 0 M AIVOS z z Z 08 0 aw aw M M r'l --4 X z C r co M M FAN FAFA MAINIM MM00"o'- by a .01 .or shall be iith-t lid.My to IG ill 1, '�pXi lao ell 1, 0 _.CC ,7- R� ----------- JIF7 sA 14 I N 11 X11 dI M Z W G) ) 0 r- 1 M 0 0 M M z M LU rl Ch 0 ;rN PO Cin M 0 z ;o C) 0 0 M AIVOS z z Z 08 0 aw aw M M r'l --4 X z C r co M M FAN FAFA MAINIM MM00"o'- by a .01 .or shall be iith-t lid.My to IG ill 1, '�pXi lao ell 1, 0 _.CC ,7- R� ----------- JIF7 sA 14 I N 11 X11 dI Drawing name: K:\TWC—LDEV\GATLIN DEVELOPMENT\BROOKDALE CENTER\CADD\PHASE 3\Exhibits\BROOK_PAUTOTURN_PH3.dwg EXHIBIT 5 Oct 17, 2013 4:54i)m bu iason.scrimshaw = A m n This d—ont, m D N p m � o mo N m m < { Z O a V) O 0 N CNn _OOO Z m A o r� � D �ur5{ � I F= I m Z Z Z X Z O _ D CD 03. 0 g �CD i"� N 2 rn D A O Nr N ei1%y, u z N with the concepts and d here in, s strument at soMoo,is l 7 Y� min (iOV �LNOO 0 W 0 D NI 10N ) W - N m VIS O N LS IX � 1p m Z 1333 31VOS m n z z z Z 08 0 m m M z m Ln MM M X z C K a] M M epeeific 1 on this dxu.-t Kimley-H—and Neociotae,Inc. be without liability to Kimlay—Nom lk Z O 1111A eSI 't, p ' ry 111 1 Mia.1 n � ,t< a W,.. 'a A • 1 li Ow-S r X11 1 s It , u s 'a a � tlIG.O-1 J I �aW.F y �I s VJ 2 o ;u N C C) W ;;� Z C7 m m mUll A O ... .. .............. ....... .............. A .. . m Z 1333 31VOS m n z z z Z 08 0 m m M z m Ln MM M X z C K a] M M epeeific 1 on this dxu.-t Kimley-H—and Neociotae,Inc. be without liability to Kimlay—Nom lk Z O 1111A eSI 't, p ' ry 111 1 Mia.1 n � ,t< a W,.. 'a A • 1 li Ow-S r X11 1 s It , u s 'a a � tlIG.O-1 J I �aW.F y �I s