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HomeMy WebLinkAboutPCP_05112023PLANNING COMMISSION CITY OF BROOKLYN CENTER REGULAR MEETING MAY 11, 2023 Optional public access to the Webex meeting is below: Online: logis.webex.com | Phone: (312) 535-8110 Meeting Number (Access Code): 2462 905 9602 Passcode: BCPC05112023 1. Call to Order – 7 p.m. 2. Roll Call 3. Approval of Agenda a. Motion to Approve Planning Commission Meeting Agenda for May 11, 2023 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 Items a. Planning Commission Application No. 2023-002 (PUBLIC HEARING) Applicant | Property Owner: La Palma Properties II LLC Address | Property ID: 1340 Shingle Creek Crossing | 03-118-21-41-0043 Summary: The Applicant is requesting review and consideration of a proposal to construct an approximately 2,678-square foot Pollo Campero restaurant and drive-thru within the Shingle Creek Crossing shopping center. 6. Discussion Items a. City Council Meeting Re-cap and Upcoming Items b. Upcoming Planning Commission Meetings 7. Adjournment App. No. 2023-002 PC 05/11/2023 Page 1 Planning Commission Report Meeting Date: May 11, 2023 Application No. 2023-002 Applicant | Property Owner: La Palma Properties II LLC Location: 1340 Shingle Creek Crossing (PID: 03-118-21-41-0043) Requests: Planned Unit Development (PUD) Amendment, Site and Building Plan Map 1. Subject Property Location. Requested Action La Palma Properties II LLC (“the Applicant”) is requesting review and consideration of a proposal that would develop what is known as Building Site R within the Shingle Creek Crossing shopping center, and commonly addressed as 1340 Shingle Creek Crossing (“the Subject Property”), to an approximately 2,678- square foot Pollo Campero restaurant and drive-thru. The Applicant purchased the Subject Property from Gatlin Development Company in January of this year. Refer to Exhibit A for copies of the submitted plans and documents. The Subject Property encompasses approximately 1.03 acres and is located to the east of Xerxes Avenue North and south of 56th Avenue North. Brooklyn Center Liquor Store #1 is located to the east at 1350 • Application Filed: 04/11/2023 • Review Period (60-day) Deadline: 05/22/2023 • Extension Declared: N/A • Extended Review Period Deadline: N/A App. No. 2023-002 PC 05/11/2023 Page 2 Shingle Creek Crossing. The area to the west of Xerxes Avenue North is currently home to a mix of fast casual and sit-down restaurants (i.e. 50s Grill, Taco Bell, McDonald’s, Wendy’s, Falafel King, iHop, Starbucks). As part of the application process, City staff discussed with the City attorney whether or not public notification would be required for the proposed drive-thru, as the Subject Property is zoned PUD/C2 (Planned Unit Development/Commerce) District and drive-thrus were historically permitted via issuance of a Special Use Permit (SUP) under the preceding zoning code. The new zoning code provisions, housed under a new Unified Development Ordinance, became effective in January. Given the tight turnaround for meeting state statute and minimum noticing requirements, City staff were proactive and submitted a public hearing notice to the Brooklyn Center Sun Post for publication on April 27, 2023 (Exhibit B). Upon further communication with the City attorney it was determined that the request to amend the Shingle Creek Crossing Planned Unit Development (PUD) would cover the drive-thru request and a public hearing was not required. As the public notice had already been submitted for publication, the City attorney advised City staff to continue with the typical public notifications and to hold the public hearing. Mail notices were sent to property owners and residents within vicinity of the Subject Property. Development proposal signage was also installed on-site. Existing Conditions Image 1. Existing Site Conditions at Subject Property (1340 Shingle Creek Crossing) and Neighboring Uses. App. No. 2023-002 PC 05/11/2023 Page 3 Background City staff has been aware of the development proposal since last spring; however, it was not until earlier this year that the Applicant’s development team formally reached out to discuss the City’s process and site and building plan requirements. In 2019, the City of Brooklyn Center went through the site and building plan approval process for the new City of Brooklyn Center Liquor Store #1 under Planning Commission Application No. 2019-007, which resulted in construction of an approximately 9,600-square foot municipal liquor store, and approximately 3,500-square foot City EDA-owned tenant space, and incorporated landscaping and parking lot improvements, and traffic calming measures. A monetary contribution provided by Gatlin Development Company allowed for completion of the remaining parking lot, utility connections for water, sewer, and storm water, and final grading for the building and adjacent sidewalk areas—Refer to Image 2 below. These improvements also provided services to the three remaining pad sites on the west side of the shopping center, including the Subject Property (Building Site R). Development Pattern 2009 Imagery 2012 Imagery 2018 Imagery 2021 Imagery Image 2. Historical Imagery of Subject Property Area (Courtesy: Hennepin County). App. No. 2023-002 PC 05/11/2023 Page 4 Site Data: 2040 Land Use Plan: Transit-Oriented Development Neighborhood: Centennial Current Zoning: Planned Unit Development/Commerce District (PUD/C2) Site Area: Approximately 1.03 Acres Surrounding Area: Direction 2040 Land Use Plan Zoning Existing Land Use North TOD (Transit-Oriented Development) PUD/C2 District Private Roads |Retail Shopping Center South TOD PUD/C2 District Vacant Commercial Pad Site (Building Site T) East TOD PUD/C2 District Retail Shopping Center (Building 9) and Vacant Commercial Pad Site (Building 10) West TOD MX-C District Commercial/Retail REQUESTS PLANNED UNIT DEVELOPMENT AMENDMENT What is known as the Shingle Creek Crossing Planned Unit Development was effectively established under City Council Resolution No. 2011-85 and was the first amendment to what was the previously approved Brookdale Mall Planned Unit Development (1999). Establishment of the new Shingle Creek Crossing Planned Unit Development (PUD) included an approved Development/Master Plan and certain allowances and development standards intended to govern over the PUD. Between 2011 and today, there have been a number of amendments to the Shingle Creek Crossing PUD. For the purposes of this report, City staff focused on approvals specific to Building Site R (Subject Property). In 2014, City Council approved a resolution (City Council Resolution No. 2014-75) that amended certain components to the Shingle Creek Crossing Master Plan and an amendment to the PUD, of which included approvals for a revised layout for Building R (5,400-square foot restaurant pad site) and Building T (5,500- square foot restaurant pad site), which is located to the south of the Subject Property. The approvals also contemplated a re-plat of the lands surrounding what was the Brookdale Mall Food Court area. It was at this time the Subject Property was also platted to its current configuration, identified as Lot 4, Block 1 of the Shingle Creek Crossing 5th Addition—Refer to Exhibit C. Under the City’s new Unified Development Ordinance (UDO), which became in effective in January 2023, Planned Unit Developments (PUDs) established after this date are processed as Conditional Use Permits (CUPs); however, PUDs established prior to this date required a formal re-zoning and ordinance amendment. Per Section 35-2103.e (General Use Regulations), “Planned Unit Developments, and parcels zoned as a Planned Unit Development, in accordance with prior zoning regulations, shall remain in effect and shall remain subject to any and all agreements, conditions, and standards applicable to the Planned Unit Development. Amendments shall be processed in accordance with the procedures identified for Planned Unit Developments in this UDO.” As proposed, the Applicant intends to construct a new, approximately 2,678-square foot restaurant with App. No. 2023-002 PC 05/11/2023 Page 5 drive thru. As previously noted in the report, City staff discussed whether a separate use permit would be required, given that the underlying C2 (Commerce) District, which no longer exists under the current UDO, required issuance of what was then a “special use permit” for, “drive-in eating establishments and convenience food restaurants provided they do not abut an R1, R2, or R3 district, including abutment at a street line (However, convenience food restaurants without drive-up facilities and located within the principal structure of a shopping center of over 250,000-square feet of gross floor areas shall be a considered a permitted use).” Following discussion with the City attorney, it was determined that the amendment of the Planned Unit Development would sufficiently address the convenience food and drive thru components of the proposed use, as it reflects a similar path for approvals for other convenience food and drive-thru uses within the Shingle Creek Crossing Planned Unit Development, including Jimmy John’s (Building Site B, 1480 Shingle Creek Crossing), Panda Express (Building Site C, 1520 Shingle Creek Crossing), and an earlier site and building plan approval for Building Site T (1330 Shingle Creek Crossing). A request to amend the existing Shingle Creek Crossing Planned Unit Development and any master plan documents is further required as the City’s Unified Development Ordinance requires Council action any time the following “major amendment” thresholds are triggered: 1. Any decrease in the amount of approved open space; 2. Ten (10) percent or greater change in floor area of any one (1) structure; 3. Tent (10) percent or greater change in the approved separation of buildings; 4. Any change in the original approved setbacks from property lines; 5. Five (5) percent or greater change in the ground area covered by the project; 6. Five (5) percent or greater change in the number of parking spaces; or 7. The introduction of new uses not included in the PUD approval. While Building Site R (Subject Property) has long been identified for use as a restaurant pad site, the relevant Shingle Creek Crossing master plans and associated documentation on record for the Planned Unit Development identify an approximately 5,400-square foot restaurant with 56 parking spaces at a parking ratio of 10.37. The application submittal identifies an approximately 2,678-square foot restaurant with drive thru, and 45 parking spaces. With that said, the adjustment in floor area alone requires approval of a major amendment to the previously approved Planned Unit Development to account for a deviation of ten (10) percent or greater for the building’s floor area, and alterations to the approved site and building plan from 2014. App. No. 2023-002 PC 05/11/2023 Page 6 Image 3. 2014 Site and Building Plan Approval for Building Site R/Subject Property (Left) and Proposed Plans (Right). In reviewing the submitted application, City staff notified the project architect that the Shingle Creek Crossing Planned Unit Development had adopted its own architectural and signage guidelines (2011). In further reviewing signage locations outlined in the application submittal for wall and monument signage, the Applicant was made aware that pad tenants were allocated no more than one (1) sign maximum per building elevation for a single elevation (refer to Image 4 below): Image 4. Shingle Creek Crossing Signage Guidelines – Pad Tenant. App. No. 2023-002 PC 05/11/2023 Page 7 Image 5. Proposed Wall and Ground Signage Details (Subject Property). The project architect conveyed that the signage as proposed within the submittal reflected the greater rebranding efforts underway with Pollo Campero and inquired on options to allow for additional signage. City staff noted that another development within the Shingle Creek Crossing development (HOM Furniture) and then subject to the Shingle Creek Crossing Signage Guidelines, requested a modification under its approvals in 2017 to utilize the signage requirements as outlined in the City of Brooklyn Center’s City Code. Under these provisions, the maximum aggregate areas for wall signs within the underlying C2 (Commerce) District was not to exceed 15-percent (%) of the wall supporting the signage. HOM Furniture further requested approval of a freestanding, ground mounted sign, as the 2011 Shingle Creek Crossing Signage Guidelines do not identify a monument location for the Subject Property. The proposed freestanding signage for the underlying C2 District was based on the building’s gross floor area (square feet). In the case of the proposed Pollo Campero Restaurant, and utilizing this scenario, buildings with a gross floor area of between 2,601 and 2,800-square feet would be permitted a maximum 112- square foot sign. As proposed above, the monument sign would fall well below the maximum sign area at only 55-square feet. Based on these discussions, the Applicant requests modifications to conform to the City’s signage provisions as outlined in the City of Brooklyn Center City Code. Based on the above noted findings, City staff recommends the Planning Commission recommend City Council approval of the requested amendment to 2011 Shingle Creek Crossing Planned Unit Development for the proposed approximately 2,678-square foot restaurant and drive thru, and related site improvements, and request to observe the sign code provisions as outlined within the City of App. No. 2023-002 PC 05/11/2023 Page 8 Brooklyn Center City Code, as opposed to the adopted 2011 Shingle Creek Crossing Signage Guidelines, subject to the Applicant complying with the outlined Approval Conditions, and approval of the related site and building plan request. SITE AND BUILDING PLAN Site Design City staff reviewed multiple iterations of the site plan in advance of application submittal. Some of the variations proposed contemplated a separate drive access of Xerxes Avenue North, changes to the location of the outdoor patio and trash enclosure, sidewalk access, drive-thru stacking queue lengths, and utilization of a bypass lane. With exception to the decrease in building footprint and the addition of a drive thru, the overall placement of the building and parking lot improvements are generally in alignment with the 2014 approvals for Building Site R, and as contemplated under Planning Commission Application No. 2014-008. Prior to these approvals, the original locations of Building R (Subject Property) and Building T to the south were proposed for the middle of their respective parking lots. The 2014 plans relocated the buildings parallel to Xerxes Avenue North, which City staff at that time supported as it encouraged a more walkable development than the previous iteration. The plans as proposed within this submittal maintain this orientation. Minimum Dimensional Standards The Subject Property is located within the Shingle Creek Crossing Planned Unit Development and is zoned PUD/C2 (Planned Unit Development). City staff reviewed the development’s approvals and confirmed a minimum 35-foot setback along Xerxes Avenue North, and as noted in the 2014 pad site approvals for the Subject Property. Image 6. Submitted Site Plan for Subject Property. App. No. 2023-002 PC 05/11/2023 Page 9 Traffic | Access | Parking | Circulation | Connection As proposed, site ingress would be gained off Xerxes Avenue North from either 55th Avenue North (near the former Sears entrance) or off 56th Avenue North, which is the main east-west connection running through Shingle Creek Crossing. At one point, the project architect proposed an option for driveway access off Xerxes Avenue North; however, based off traffic conditions along Xerxes, spacing from adjacent intersections (namely 56th Avenue North), and the proximity of the Metro Transit BRT bus stops, City staff was not amenable to a curb cut off Xerxes Avenue North. As part of the 2014 approvals, Building Site R was scheduled to contain 56 on-site parking spaces. As part of the Shingle Creek Crossing PUD Agreements, all restaurant pad sites were to provide up to 10 spaces per 1,000-square feet of Gross Floor Area (GFA). The current 5,400-square foot configuration would therefore require a minimum of 54 spaces, but denoted an additional two (2) parking spaces for a total of 56 spaces, or a parking ratio of 10.37. Although this is over-parked, the provided Removals plan (Sheet C1.0) notes minimal impacts to the existing parking lot and configuration, as it was recently improved with construction of the City’s Liquor Store #1 and adjacent EDA-owned tenant space to the east at 1350 Shingle Creek Crossing. Under the current plan submittal, the building footprint would be reduced down to approximately 2,678- square feet, which at least in part necessitates an amendment to the Shingle Creek Crossing Planned Unit Development. Assuming the current parking ratio of 10.37 is to be maintained, and particularly as the majority of the Subject Property is improved with its current parking configuration, a minimum of 28 parking spaces is required. Per a review by staff the Subject Property appears to still provide 45 parking spaces. A minimum drive-thru stacking queue for 10 vehicles is illustrated, from the drive-thru pickup window to the entrance of the drive-thru lane. The placement of the menu board as proposed in the submitted site plan (Sheet C2.0) also allows for a minimum queue of six vehicles before any potential impacts to the adjacent drive aisle. Per City staff review, the submitted site plan’s proposed new parking spaces demonstrate dimensions that satisfy the City Code and Shingle Creek Crossing Architectural Guidelines regarding minimum standards for 90-degree (perpendicular) parking, and the site plan denotes drive aisles of 24-feet in width. The proposed drive-thru maintains a width of 12-feet before widening out to 18-feet to allow for a bypass lane. The drive-thru narrows back to 12-feet in width post drive-thru window. City staff discussed options for orienting the building in such a way as to minimize vehicle and pedestrian interactions and points of conflict. A new sidewalk connection would run east along the south side of the building from Xerxes Avenue North from the existing trail and into Shingle Creek Crossing. All pedestrian connections traversing a vehicular route (i.e. drive aisle, drive-thru) are noted with crosswalk markings, and as outlined within the 2011 Shingle Creek Crossing Architectural Guidelines. Bicycle parking is provided for at the southeast corner of the building, near the proposed patio space. Lighting A photometric plan was submitted with proposed fixtures and mounting heights. The Applicant should revise the submitted photometric plan to more clearly demonstrate continuity and consistency in lighting levels throughout the Subject Property, and as outlined within the 2011 Shingle Creek Crossing Architectural Guidelines. As minimum and maximum levels of illumination are not outlined within the Shingle Creek Crossing Architectural Guidelines, the Applicant shall provide plans in conformance with Section 35-5400 (Exterior Lighting) of the City Code. App. No. 2023-002 PC 05/11/2023 Page 10 Illumination cast from lighting on the Subject Property shall not exceed one (1) foot-candle as measured from the centerline of the public street. The revised photometrics should also demonstrate conformance with the minimum and maximum foot-candle requirements for open-air parking lots (0.2 fc – 4.0 fc), avoiding pockets of high or low levels of illumination. All primary building entrances/exits and pedestrian routes should employ a minimum of 10.0 foot-candles within five (5) feet of the entrance/exit, as is specified within the City Code for commercial uses. As an added note, Assistant City Engineer James Soltis noted in a memorandum dated April 26, 2023 (Exhibit D), that a symbol noted on the submitted utility plan (Sheet C5.0) appeared to be a light fixture located over a proposed new sewer service line. Should this be the case, said light fixture will need to be relocated. As proposed, four (4) new 18-foot parking lot lights would be provided, along with bronze-colored wall sconces. The Applicant should ensure adequate lighting is provided along the pedestrian path to the proposed trash enclosure on the north end of the Subject Property—Refer to Image 4 below. Light poles, fixtures, and bases shall be a consistent, dark color (i.e. bronze, black, or brown), and consideration should be provided to ensure cohesiveness in pole lighting within the already completed parking area. All lighting shall be dark-sky friendly with cutoff style fixtures. Image 7. Excerpt of Submitted Photometric Plan for Subject Property and Proposed Path to Trash Enclosure. Trash | Screening An approximately 23-foot by 12-foot trash pad is denoted north of the proposed restaurant and away from what will likely serve as the main parking lot for customers—Refer to Image 7 above. City staff worked with the project architect on revisions to the location of the enclosure to try and minimize restaurant staff versus vehicle interactions; however, as proposed, staff would need to cross the drive- thru lane via a 6-foot wide sidewalk to access the enclosure. Said crossing is just before the proposed location for the main menu board. This decision was made at least in part for distancing any garbage App. No. 2023-002 PC 05/11/2023 Page 11 trucks from the main parking lot and drive-thru access entrance and exit. A turning diagram is overlaid on the Site Plan (Sheet C2.0) to demonstrate the ability for a garbage truck to access the enclosure on pick up days. Given the amount of foot traffic in this area and the existing bus stops, City staff noted it might make more sense to move the enclosure so that it was more interior to the site; however, the application was submitted with this location. The Applicant will want to ensure adequate trash pickup is provided and the enclosure secured at all times to minimize excessive trash not generated by the user. The Applicant will also want to ensure sufficient trash receptacles are provided and emptied as necessary—specifically outside the main doors and proposed patio space. The Applicant will need to comply with the 2011 Architectural Guidelines with respect to screening measures. Service and utility doors shall be painted to match, or be compatible with, surrounding colors, and all rooftop units shall be screened through used of parapets or wall/fencing materials, or painted to match surrounding colors when visible from the public right-of-way. Any ground mounted equipment over 30-inches in height or greater than twelve (12) cubic feet shall be screened from public view and in compliance with Section 35-5608 (Screening) of the City Code. The proposed drive-thru lane shall be screened with berming, landscaping or fencing per the 2011 Shingle Creek Crossing Architectural Guidelines. It should be noted that the Subject Property currently sits at a higher elevation than the neighboring trail along Xerxes Avenue North and as proposed, landscaping and an aluminum edger would be installed along the length of the entire drive-thru—Refer to Image 8 below: Image 8. Excerpt of Submitted Landscape Plan for Subject Property and Proposed Drive-thru Screening. App. No. 2023-002 PC 05/11/2023 Page 12 Architectural Materials City staff reviewed the submitted architectural set against the 2011 Shingle Creek Crossing Architectural Guidelines and approvals as reflected under Planning Commission Application No. 2014-008 and as approved by City Council Resolution No. 2014-77. As proposed, the Applicant intends to utilize a mix of stucco, porcelain tile, aluminum composite metal (ACM) paneling, and aluminum. An elevation-by- elevation material breakdown was provided to City staff, along with an overall material calculations breakdown, with approximately 59% of the building comprised of stucco, which is considered a Class I material. The proposed porcelain tile (7.3%) and glazing (10.5%) are also considered Class I type materials. As proposed, the building would be approximately 21-feet in height from the lowest top of parapet, with the highest parapet projecting to 25-feet in height. As proposed, canopies would be installed on the building at select locations and architectural projections (i.e. parapet) are utilized. Although there is a fair amount of wall space, the use of wall lighting and the overall change up in material texture and color provides visual interest. Although the colors and specifications of masonry and stucco colors should be of a consistent range throughout the development, as outlined in the Architectural Guidelines, the Guidelines also stipulate that, “the requirements of regional and national franchises shall be allowed to maintain their corporate identity and design theme but shall be encouraged to utilize similar materials, scale and style of these architectural standards.” In discussions with the project architect, it was relayed that the design proposed as part of the submittal is in line with the new brand refresh for Pollo Campero, which was founded in Guatemala in 1971 and of which incorporates a vibrant color palette coupled with a sleek interior design to capture the essence of the authentic Latin Campero experience. Image 9. Proposed Exterior Materials and Color Palette (Subject Property). App. No. 2023-002 PC 05/11/2023 Page 13 Image 10. Portion of West Exterior Elevation and Canopy (Subject Property). Image 11. Interior Layout and Proposed Patio Space (Subject Property). Landscaping The project submittal includes a landscape plan and detail sheet (Sheets L1.0 and L1.1). Per the 2011 Shingle Creek Crossing Architectural Guidelines, “plant material is to be utilized within the master plan as an aid to provide continuity within the site and provide a recognized definition of its boundaries.” Plant materials are to be utilized within parking lot islands, and grouped massings of landscape are encouraged in parking lots versus individual plantings to maximize landscape impact and allow for functional snow App. No. 2023-002 PC 05/11/2023 Page 14 removal. It is noted that some islands may be paved for use as pedestrian walk areas. Both the City’s Code and the Architectural Guidelines require use of an underground, automatic irrigation system. As this area has already been partially improved, any removed or relocated irrigation lines shall be replaced as part of construction. The provided plant schedule outlines the type of planting, species and quantity, container sizing, and whether a proposed planting is native or pollinator friendly. As proposed, a mix of both native/non-native and pollinator/non-pollinator friendly options are offered. While the Architectural Guidelines do not stipulate native or pollinator-friendly plantings, the City’s Code, as outlined under Section 35-5602 (Landscaping Requirements Generally), prioritize native and resilient plant types when possible in order to promote landscape resiliency and reduce site maintenance requirements. The Architectural Guidelines do emphasize a mix of plant materials that offer, “interesting structure, texture, color, seasonal interest, climate zone durability and its ultimate growth characteristics.” App. No. 2023-002 PC 05/11/2023 Page 15 Image 12. Proposed Landscape Plan and Planting Schedule (Subject Property). Signs As proposed, the Applicant requests to comply with the City’s Sign Code provisions as part of the request to amend the Shingle Creek Crossing Planned Unit Development. With this in mind, any and all wall or ground mounted or directional signage would need to comply with the City’s signage provisions. The Applicant will need to submit any proposed signage for review and approval in advance of any install and comply with any maximum signage and setback provisions. In reviewing the signage as submitted, it appears the ground mounted monument sign would need to potentially be relocated to meet the minimum 10-foot setback requirements. Engineering Review James Soltis, Assistant City Engineer, reviewed the submitted plan sets, including a stormwater report (completed by CivilSite Group, and dated April 18, 2023), and provided a memorandum dated April 26, 2023 (Exhibit D). The attached memorandum outlines a sheet-by-sheet breakdown of requested changes and comments to verify certain aspects of the project (e.g. specification sheets and detailing, identification of underground fiber in proximity to proposed water service connections, minimum clearances for ground mounted equipment). All referenced plans shall be revised in accordance with the outlined commentary and revisions requests prior to issuance of any permits. An MPCA NPDES permit is required as the total disturbed area would exceed one acre, and a Construction App. No. 2023-002 PC 05/11/2023 Page 16 Management Plan and Agreement, and Utility Facilities Easement Agreement shall be submitted to the City in advance of any permit release. The Applicant shall conform to any watershed requirements, and submit as-builts upon project close out. In identifying the stormwater needs, Assistant City Engineer Soltis noted that upon conferring with the Watershed Commission, it was determined that the existing stormwater basins located just south of the former Walmart (1200 Shingle Creek Crossing) do not have any stormwater management dedicated for use by the Subject Property. It was at this point City staff relayed that any stormwater management would need to be handled on-site. As is noted in the submittal package and stormwater report, an underground stormwater detention system is to be installed to the east of the proposed restaurant building. Building Review Building Official Dan Grinsteinner conducted a cursory review of the submitted plan sets. Pending approval of the requests, the Applicant will need to submit full construction plans, including but not limited to: architectural, structural, mechanical, plumbing, electrical, civil, landscaping, and photometric plans to the City for review. A fire sprinkler and monitoring system is required for installation and is to be maintained at all times, and minimum fire access and connection requirements shall be met. The Applicant will also need to meet any minimum ADA requirements with regard to the building and site improvements, and prior to issuance of any building permits, a SAC determination shall be submitted to the Metropolitan Council and any associated fees shall be paid at time of permit issuance. The Applicant shall submit separate plans to the Hennepin County Health Department for review and approval. All building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. Based on the above noted findings, City staff recommends the Planning Commission recommend City Council approval of the requested site and building plans for the proposed approximately 2,678-square foot restaurant and drive-thru on the Subject Property commonly addressed as 1340 Shingle Creek Crossing and identified within the Shingle Creek Crossing Planned Unit Development as Building Site R, subject to the Applicant complying with the outlined Approval Conditions, and approval of the related request to amend the 2011 Shingle Creek Crossing Planned Unit Development plans and documents. APPROVAL CONDITIONS | ANTICIPATED PERMITTING Staff recommends the following conditions be attached to any positive recommendation on the approval of Planning Commission Application No. 2023-002 for the Subject Property located at 1340 Shingle Creek Crossing and identified within the Shingle Creek Crossing Planned Unit Development as Building Site R: 1. Any major changes or modifications made to the approved Planned Unit Development and site and building plan can only be made by an amendment, and as approved by the City Council. 2. The Applicant agrees to comply with all conditions or provisions noted in the Assistant City Engineer’s review memorandum, dated April 26, 2023, and revise plan sets as necessary. Final grading, drainage, utility, and erosion control plans and any other site engineering related issues are subject to review and approval by the Assistant City Engineer, and prior to issuance of permits. App. No. 2023-002 PC 05/11/2023 Page 17 3. Building plans are subject to review and approval by the Building Official, and with respect to all applicable codes prior to the issuance of permits; and the final location or placement of any fire access or fire-related building code items shall be reviewed and approved by the Fire Inspector. a. A fire sprinkler system is required to be installed and shall be maintained and monitored on a consistent basis per City Code requirements. b. A SAC Determination shall be submitted by the Applicant to the Metropolitan Council and any associated fees paid at time of any permit issuance. c. Any reviews and approvals by the Hennepin County Health Department for the restaurant use. 4. The photometric plan, last updated April 25, 2023, shall be revised to comply with the illumination standards as detailed within Section 35-5400 (Exterior Lighting) of the City Code. 5. The Applicant shall install irrigation systems where necessary to facilitate maintenance of site landscaping and green areas, and irrigation shop drawings shall be submitted for review and approval prior to installation. 6. Any outside trash disposal facilities and rooftop or ground mechanical equipment shall be appropriately screened from view per the 2011 Shingle Creek Crossing Architectural Guidelines and City Code requirements, and a detail sheet provided. 7. Unless amended otherwise or under separate agreement, all existing provisions, standards, and variations provided under the 2011 Shingle Creek Crossing Development and any subsequent amendments shall remain in effect for the entire Shingle Creek Crossing Planned Unit Development. i. The Shingle Creek Crossing Planned Unit Development master plans and agreements shall be amended in advance of permit issuance to reflect the approximately 2,678-square foot restaurant and drive-thru on what is known as Building Site R within the Shingle Creek Crossing shopping center. ii. An allowance for Building Site R to comply with the wall and monument/freestanding signage provisions outlined within the City Code for the underlying C2 (Commerce) District, as opposed to the approved 2011 Shingle Creek Crossing Signage Guidelines. 8. A Performance Agreement with supporting financial guarantee approved by the City shall be executed upon any approval of the to-be submitted building permit for site improvements, which ensures the Subject Property will be constructed, developed, and maintained in conformance with the plans, specifications, and standards. RECOMMENDATION Based on the above-noted findings, City staff recommends the Planning Commission recommend City Council approval of Planning Commission Application No. 2023-002, for an amendment to the 2011 Shingle Creek Crossing Planned Unit Development and site and building plan for a proposed approximately 2,678- square foot restaurant and drive-thru on Building Site R, based on the submitted plans and findings of fact, as amended by the Conditions of Approval in May 11, 2023 Planning Commission Report. ATTACHMENTS Exhibit A – Planning Commission Application No. 2023-002 Plans and Documents, submitted April 11, 2023. Exhibit B – Public Hearing Notice, submitted for publication in the Brooklyn Center Sun Post, and dated April 27, 2023. Exhibit C – City Council Resolution Nos. 2014-075, 2014-076, and 2014-077. Exhibit D – Review Memorandum, prepared by Assistant City Engineer James Soltis, dated April 26, 2023. Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPOLLO CAMPERO 1340 SHINGLE CREEK CROSSING, BROOKLYN CENTER, MN 55430 1572 S ROBERT ST., WEST ST. PAUL, MN 55118 PALM FOODS, INC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2236204/18/23 AMENDED CITY SUBMITTAL. .. .. .. .. .04/11/23 CITY SUBMITTALDRAWN BY:REVIEWED BY:WMB, WBPS. .. .. .. .. .. .. .202344263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/23REVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET. .. .. .. .. .. .POLLO CAMPEROBROOKLYN CENTER, MNSHEET INDEXSHEET NUMBER SHEET TITLEC0.0 TITLE SHEETSITE LOCATIONSITE LOCATION MAPNSITE SURVEYV1.0UTILITY PLANC4.0ISSUED FOR: AMENDED CITY SUBMITTALDEVELOPER / PROPERTY OWNER:ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422CONTACT: XXXXXX612-615-0060SURVEYOR:SWPPP - EXISTING CONDITIONSSW1.0GRADING PLANC3.0C5.0C5.1L1.0CIVIL DETAILSLANDSCAPE PLANSWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSSW1.2C2.0 SITE PLANSWPPP - NARRATIVESW1.3CIVIL DETAILSC1.0 REMOVALS PLANC5.2 CIVIL DETAILSKnow what'sbelow.before you dig.CallRSWPPP - ATTACHMENTSSW1.4SWPPP - ATTACHMENTSSW1.5L1.1LANDSCAPE PLAN NOTES & DETAILSARCHITECT:RICE-STROMGREN711 WEST LAKE STREET, SUITE 516MINNEAPOLIS, MN 55408CONTACT: JEFF STROMGREN612-827-7802CIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422CONTACT: RORY SYNSTELIEN612-615-0060ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIESTHAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.PALM FOODS, INC.1572 S ROBERT ST.WEST ST. PAUL, MN 55118CONTACT: LUIS GUTIERRES651-274-5221Exhibit A XERXES AVENUE NORTH(A Public R/W)PID: 0311821410042Address: 1330 Shingle Creek CrossingOwner: Shingle Creek LlcPID: 0311821410044Address: 1350 Shingle Creek CrossingOwner: City Of Brooklyn CenterPID: 0311821410045Address: 1360 Shingle Creek CrossingOwner: E-L Shingle Creek LlcPID: 0311821410043Address: 1340 Shingle Creek CrossingNO BUILDINGS945722484Concrete Sidewalk Snow PileSnow PileConcrete 15" HDPE8" VCP (Per Rec.)8" VCP (Per Rec.)8" VCP (Per Rec.)12" CIP (Per Rec.)36" RCP10" WM (Per Rec.)36" RCP 8" PVC (Per Rec .) 18" HDPE18" HDPE 36" H D P E 18" HDPE8" PVC (Per Rec.)CONSTRUCTION LIMITSPROPERTY LINEPROPERTY LINECONSTRUCTION LIMITSREMOVE EXISTING TREEAND BALL ROOT, TYP.EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE EXISTINGCURB ANDGUTTER, TYP.EXISTING PARKING LOTTO REMAIN, SAW CUT ANDPROTECT THROUGHOUTCONSTRUCTIONEXISTING PARKING LOTTO REMAIN, PROTECTTHROUGHOUTCONSTRUCTIONEXISTING PEDESTRIANRAMP TO REMAIN,PROTECT THROUGHOUTCONSTRUCTIONCONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS, ANDWALKS FOR INSTALLATION OF UTILITIES.UPON COMPLETION OF UTILITY WORK,REPLACE ALL MATERIAL, IN KIND, ANDTO CITY STANDARD AND APPROVALEXISTING PARKING LOTTO REMAIN, PROTECTTHROUGHOUTCONSTRUCTIONREMOVE EXISTINGSTRIPING AND RE-STRIPEREMOVE EXISTING CATCHBASIN AND 11 LF OFSTORM PIPE, SEE C4.0FOR PROPOSED UTILITIESPRIOR TO REMOVINGREMOVALS LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.TREE REMOVAL - INCLUDING ROOTS AND STUMPSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPOLLO CAMPERO 1340 SHINGLE CREEK CROSSING, BROOKLYN CENTER, MN 55430 1572 S ROBERT ST., WEST ST. PAUL, MN 55118 PALM FOODS, INC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2236204/18/23AMENDED CITY SUBMITTAL..........04/11/23CITY SUBMITTALDRAWN BY:REVIEWED BY:WMB, WBPS..............202344263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2301" = 20'-0"20'-0"10'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.0REMOVALS PLAN............Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.REMOVAL NOTES:SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:DLTREE PROTECTIONN T S25'DRIPLINE WIDTHFURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS ASSHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIPLINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTIONACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.POSTS AND FENCINGEXTEND FENCE 25'BEYOND DRIPLINEWHERE POSSIBLETREE PROTECTION SIGN, TYP.TREE DRIPLINE, ORCONSTRUCTION LIMITS11.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN.3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS.4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES.5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS.6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS.8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT.9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERALCONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. FOR ANY WORKON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO ANY WORK.11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPEARCHITECT OR IN ACCORDANCE WITH THE CITY.12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THECITY PRIOR TO CONSTRUCTION.13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS,THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINTTHROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TOCONSTRUCTION ACTIVITIES.15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALLPUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE ANDTHE CITY PRIOR TO CONSTRUCTION ACTIVITIES.17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER ASREQUIRED BY THE CITY.18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU.19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER. XERXES AVENUE NORTH(A Public R/W)PID: 0311821410042Address: 1330 Shingle Creek CrossingOwner: Shingle Creek LlcPID: 0311821410044Address: 1350 Shingle Creek CrossingOwner: City Of Brooklyn CenterPID: 0311821410045Address: 1360 Shingle Creek CrossingOwner: E-L Shingle Creek LlcConcrete Sidewalk Concrete 15" HDPES62°40'57"WS79°23'58"W43.50N10°36'02"W 163.26N62°51'57"E109.88S27°39'02"E272.84162.82 R=460.94114.32 Δ=14°12'36"PARCEL 1PARCEL 2[17](Vehicular and PedestrianAccess, Ingress/Egress, Parking,Loading and Unloading, WaterFlow, Utility and Service EasementsOver Adjacent Parcels)8" VCP (Per Rec.)8" VCP (Per Rec.)8" VCP (Per Rec.)12" CIP (Per Rec.)36" RCP10" WM (Per Rec.)36" RCP 8" PVC (Per Rec .) 18" HDPE18" HDPE 36" H D P E 18" HDPE8" PVC (Per Rec.)PARCEL 2[17](Vehicular and PedestrianAccess, Ingress/Egress, Parking,Loading and Unloading, WaterFlow, Utility and Service EasementsOver Adjacent Parcels)109NO PARKING 10 STALLS @ 9 .0 ' = 90 .0 '10 STALLS @ 9 .0 ' = 90 .0 '4.0'5.3'5.3'14.0'35.8'12.4'18.0'12.0'6.0'23.0'12.0'5.0'24.2'6.0'12.0'35.0'10.0'10.0'(2)+ACC.ISLE = 24.0'(7) STALLS @ 9.0' = 63.0'6.0'R18.0'R25.0'R18.0'R25.0'R25.0' R18.0'R5.0'R8.0'R5.0'R 3 . 0 'R8.0'R8 . 0 ' R3.0'R8.0'R1 0 . 0 'R3.0'R15.0'R3.0'106.0'CONSTRUCTION LIMITSPROPERTY LINEPROPERTY LINEACCESSIBLE PARKINGSPACE, INCL.SIGNAGE, STRIPINGAND RAMPSBIT. PVMT., TYP, SEEFINAL GEOTECH FORTHICKNESSTRASH ENCLOSURE AREA, SEEARCH PLANS FOR DETAILSCONC. WALK,TYPPED RAMP, SEEDETAILS, TYP.CONCRETESIDEWALK PER CITYSTANDARDS, TYP.B6-12 C&G, TYP.OUTDOOR CONC.PATIO (APPROX 250 SF)CROSSWALKSTRIPING, TYP.CONCRETESIDEWALK PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&GMATCH EXISTINGC&GMATCH EXISTINGSIDEWALKMATCH EXISTINGSIDEWALKHEAVY DUTYCONCRETEPVMT. STRIPINGTYP.DRIVE THRU HEIGHT BAR, SEEARCH PLANS FOR DETAILS.MENU BOARD, SEE ARCHPLANS FOR DETAILSDRIVE THROUGH CANOPY, SEEARCH PLANS FOR DETAILSPREVIEW MENU BOARD, SEEARCH PLANS FOR DETAILSDRIVE THROUGH ENTRY SIGN,SEE ARCH PLANS FOR DETAILSMONUMENT SIGH, SEEARCH PLANS FOR DETAILSTRANSFORMER PAD,COORDINATE W/UTILITY COMPANYMATCH EXISTINGBIT. EDGEMATCH EXISTINGBIT. EDGE13' CURBTAPER13.5' CURBTAPERRIBBON CURBB6-12 C&G,TYP.11.25' CURBTAPERDRIVE THROUGH EXIT SIGN, SEEARCH PLANS FOR DETAILSFENCE W/ GATE,SEE ARCH. PLANSFOR DETAILSLIGHT POLES, TYP., SEEARCH. PLANS FOR DETAILSU-SHAPED BIKERACKSCONSTRUCTION LIMITSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPOLLO CAMPERO 1340 SHINGLE CREEK CROSSING, BROOKLYN CENTER, MN 55430 1572 S ROBERT ST., WEST ST. PAUL, MN 55118 PALM FOODS, INC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2236204/18/23AMENDED CITY SUBMITTAL..........04/11/23CITY SUBMITTALDRAWN BY:REVIEWED BY:WMB, WBPS..............202344263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/23REVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN............SITE AREA TABLE:SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& WEAR COURSE DEPTH, SEE DETAIL.HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ARROW (IF APPLICABLE) DO NOTPAINT.SITE DATAEXISTING ZONINGPUD/C2PROPOSED ZONINGPUD/C2NUMBER OF UNITSPARKING SPACE9'X18'DRIVE AISLE:24'OPERATIONAL NOTES:SNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO.SHALL REMOVE EXCESS OF-SITETRASH REMOVAL:TRASH SHALL BE PLACED IN EXTERIOR TRASHAREA AND REMOVED BY COMMERCIAL CO.WEEKLY.DELIVERIES:DELIVERIES SHALL OCCUR AT ASSIGNEDENTRANCES. THE FRONT DOOR VIA STANDARDCOMMERCIAL DELIVERY VEHICLES (UPS,FED-EX, USPS).1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO,LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR ISRESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TOLOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BYTHE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THEFIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TOBUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECTPRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS,PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TOREJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OFCROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCALGOVERNING BODIES.11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.16.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, WITHIN ROW SEE CITY DETAIL, WITHINPRIVATE PROPERTY SEE CSG DETAIL XERXES AVENUE NORTH(A Public R/W)PID: 0311821410042Address: 1330 Shingle Creek CrossingOwner: Shingle Creek LlcPID: 0311821410044Address: 1350 Shingle Creek CrossingOwner: City Of Brooklyn CenterPID: 0311821410045Address: 1360 Shingle Creek CrossingOwner: E-L Shingle Creek LlcNO BUILDINGS94548Concrete Sidewalk Snow PileSnow PileConcrete 15" HDPEPARCEL 1PARCEL 2[17](Vehicular and PedestrianAccess, Ingress/Egress, Parking,Loading and Unloading, WaterFlow, Utility and Service EasementsOver Adjacent Parcels)8" VCP (Per Rec.)8" VCP (Per Rec.)8" VCP (Per Rec.)12" CIP (Per Rec.)36" RCP10" WM (Per Rec.)36" RCP 8" PVC (Per Rec .) 18" HDPE18" HDPE 36" H D P E 18" HDPE8" PVC (Per Rec.)PARCEL 2[17](Vehicular and PedestrianAccess, Ingress/Egress, Parking,Loading and Unloading, WaterFlow, Utility and Service EasementsOver Adjacent Parcels)NO PARKING CONSTRUCTION LIMITSPROPERTY LINEPROPERTY LINECONSTRUCTION LIMITSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPOLLO CAMPERO 1340 SHINGLE CREEK CROSSING, BROOKLYN CENTER, MN 55430 1572 S ROBERT ST., WEST ST. PAUL, MN 55118 PALM FOODS, INC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2236204/18/23AMENDED CITY SUBMITTAL..........04/11/23CITY SUBMITTALDRAWN BY:REVIEWED BY:WMB, WBPS..............202344263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/23REVISION SUMMARYDATEDESCRIPTIONC3.0GRADING PLAN............GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSCITY OF BROOKLYN CENTER GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL,STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANYFOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL ANDCONTRACTOR PRIOR TO CONSTRUCTION.2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION,EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETEDBY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THESOILS ENGINEER.5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OFWAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE6.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES)PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED ANDENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TOCONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPERGRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPEARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREASELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTORSHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OFBUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENTTRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHEREELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROMSUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER ORHAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THANORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTORSHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILSENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THESTREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OFTHE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBEDELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW,THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTEDOTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THECONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED ANDMULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALLSCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. XERXES AVENUE NORTH(A Public R/W)PID: 0311821410042Address: 1330 Shingle Creek CrossingOwner: Shingle Creek LlcPID: 0311821410044Address: 1350 Shingle Creek CrossingOwner: City Of Brooklyn CenterPID: 0311821410045Address: 1360 Shingle Creek CrossingOwner: E-L Shingle Creek LlcNO BUILDINGS94548Concrete Sidewalk Concrete 15" HDPE8" VCP (Per Rec.)8" VCP (Per Rec.)8" VCP (Per Rec.)12" CIP (Per Rec.)36" RCP10" WM (Per Rec.)36" RCP 8" PVC (Per Rec .) 18" HDPE18" HDPE 36" H D P E 18" HDPE8" PVC (Per Rec.)NO PARKING CONSTRUCTION LIMITSPROPERTY LINEPROPERTY LINECONSTRUCTION LIMITSSTUB SANITARY TO 5'FROM BUILDINGIE @ STUB=846.32COORD. W/MECH'L51 LF 6" PVC SDR 26SANITARY SERVICE @ 2.00%CORE DRILL CONNECTIONTO EXISTING SANITARYSEWER MANHOLEEX IE (NE)=845.23(FIELD VERIFY)PROP IE (NW)=845.30COORDINATE WITH CITYPROPOSED GATEVALVE AND VALVE BOXMAKE WET TAPCONNECTION TOEXISTING WATER MAIN,COORD. WITH CITY6" COMBINED DIPWATER SERVICE ANDVALVE, STUB TO WITHIN5' FROM BUILDING,COORD. W/MECH'LCB 32ARIM=850.63IE=847.6344 LF 12" RCPSTORM @ 0.50%AREA DRAIN 32RIM=851.18IE=847.41CB 21 RIM = 848.55PR. IE(W) = 845.80SUMP = 841.8038 LF 12" RCPSTORM @ 0.25%12" INLETIE=845.70EX. 15" HDPE @ 0.53%STMH 11RIM = 849.40IE = 845.54BIO-CLEAN JELLYFISH STORMWATER FILTER VAULT4.0' X 6.0' VAULT1.00"-EVENT PEAK FLOW = 0.88 CFSJELLYFISH PEAK TREATMENT CAPACITY = 0.89 CFSINTERNAL BYPASS WEIR = XXX.XX12" IE (W) = 845.6612" IE (E) = 845.66PROVIDE SHOP DRAWINGSSTMH 12RIM = 849.32IE (S) = 845.62IE (SW) = 846.01IE (NE) = 845.62CBMH 31RIM=850.15IE=846.97SUMP=842.97CB 32BRIM=850.74IE=847.6625 LF 12" RCPSTORM @ 1.00%87 LF 12" RCPSTORM @ 0.50%24 LF 15" SCH.40 PVCSTORM @ 0.37%29 LF 12" SCH.40 PVCSTORM @ 2.00%6" OUTLETIE=845.7012" INLETIE=846.3910 LF 12" SCH.40 PVCSTORM @ 0.37%10 LF 6" SCH.40 PVCSTORM @ 0.37%23 LF 15" SCH. 40 PVCSTORM @ 3.00%13" ORIFICEIE=846.70UNDERGROUND DETENTION SYSTEM30" SOLID CMP PIPE47' x 29' FOOTPRINTIE 30" CMP = 846.70TOP 30" CMP = 849.20ON-SITE WATER QUALITY HWL = 849.39100-YR HWL = 850.02UTILITY CROSSINGIE 12" STORM = 847.20IE 6" SANITARY = 845.74PROVIDE INSULATIONBETWEEN PIPESCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPOLLO CAMPERO 1340 SHINGLE CREEK CROSSING, BROOKLYN CENTER, MN 55430 1572 S ROBERT ST., WEST ST. PAUL, MN 55118 PALM FOODS, INC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2236204/18/23AMENDED CITY SUBMITTAL..........04/11/23CITY SUBMITTALDRAWN BY:REVIEWED BY:WMB, WBPS..............202344263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/23REVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN............GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF BROOKLYN CENTER UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRMANHOLEGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTCATCH BASINFES AND RIP RAP1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2.SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3.CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.4.UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION"AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALLCONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5.CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6.ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7.ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866) UNLESSOTHERWISE NOTED.8.ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9.PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10.UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINALCONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS.RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12.A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN AMINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.13.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISENOTED.14.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.15.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.16.COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.17.COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.18.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALLTRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, ANDFLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVALBY THE CITY.19.ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BECOMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.20.2CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.21.CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVESNECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.22.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK.23.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TOMAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.24.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCEWITH MN RULES, CHAPTER 4714, SECTION 1109.0.25.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEE PLAN ANDDETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS. Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPOLLO CAMPERO 1340 SHINGLE CREEK CROSSING, BROOKLYN CENTER, MN 55430 1572 S ROBERT ST., WEST ST. PAUL, MN 55118 PALM FOODS, INC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2236204/18/23AMENDED CITY SUBMITTAL..........04/11/23CITY SUBMITTALDRAWN BY:REVIEWED BY:WMB, WBPS..............202344263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/23REVISION SUMMARYDATEDESCRIPTIONC5.0CIVIL DETAILS............8"AS REQUIREDCONCRETE THRUST BLOCKWATERMAINGATE VALVEREFER TO DRAWINGSFOR SIZESVALVE BOXFINISH GRADECOVER SHALL BESTAMPED WITH "WATER"GATE VALVE BOXN T SADJUST TOP TO 1/2" BELOW FINISHEDPAVEMENT GRADE OR 1" BELOW FINISHEDTURF GRADE. SET SO AS TO PROVIDE 12" OFUPWARD ADJUSTMENT.86" PROVIDE INSULATION PER PLAN FIELD VERIFY DEPTH 6" 4" 6" (MIN.)NOTES:1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETINGASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATERABSORPTION (ASTM C272).2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT,ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS.3. OVERLAP ALL INSULATION BOARD JOINTS.UTILITY PIPE INSULATION DETAILN T S1'-6" (MIN)PIPE BEDDINGMATERIALBACKFILL MATERIALFINE SAND (FA7)MIN. 2' WIDE BY 4" THICKINSULATION BOARD (USE 2-2"THICK BOARDS). MASTIC ALL JOINTSEXTEND INSULATION BOARD DOWNSIDES TO 7.5' DEPTH.FINISH GRADED I A DIA + 3'UTILITY PIPE97"20"FINISHED GRADENOTES:1. INSTALL CONSTRUCTION JOINTSAT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPONSOIL CONDITIONS6"RIBBON CURBN T SADJ. PVMT. SECTION, OR OTHER MATERIALS,SEE PLANCONTINUOUS SLOPE CONCRETE "CURB"SLOPE ACROSS CURB 34" PER 1'-0"ADJ. PVMT. SECTION, LAWN, BIT. PVMT., OROTHER MATERIALS, SEE PLANCOMPACTED CLASS 5 AGGREGATEBASE, SEE SOIL REPORT FORDEPTH, 6" MIN.COMPACTED SUB-BASE, NATIVESOIL OR AS PER SOILS REPORTRECOMMENDATIONSFINISHED GRADE4DOWELED JOINT BETWEEN TWO PAVEMENTSN T S"D" - DENOTES DOWEL DIAMETER"T" - DENOTES PAVEMENT THICKNESSNOTES:1.EITHER ONE PIECE OR THREADEDSPLIT-TYPE DOWEL MAY BE USED.2.USED THICKENED EDGE ON NEWPAVEMENT WHEN EXISTING PAVEMENTHAS THICKENED EDGE.JOINT SEALANTDETAILDRILL & GROUT DOWELEPOXY COATEDDOWEL SCHEDULEDOWEL SIZEDIA.LENGTHSPACING8" OR LESS34"16"12" 0.C.9" - 11"1"16"12" 0.C.12"-15"1-1/4"20"15" O.C.16" OR MORE1-1/2"20"18" O.C.16" OR MORE1-1/2"22"24" O.C."T" "T"/2 +/- "D"/2 PROPOSED NEW PVMT/CURB OF OTHER CONCSTRUCTURE, SEE PLANEXISTING PVMT. OR EXISTING OR PROPOSED NEWPVMT./CURB OR OTHER CONC. STRUCTURE, SEE PLAN5JOINT SEALANT DETAILSN T SNOTES:1.SEPARATING TAPE OR BACKERMATERIAL REQUIRED TO PREVENT JOINTSEALANT FROM FLOWING INTO SAWCUT,TO SEPARATE NONCOMPATIBLEMATERIALS AND TO PREVENT SEALANTFROM BONDING TO BOTTOM OFRESERVOIR.2.TOP OF SEALANT WILL BE 1/8" TO 1/4"BELOW TOP OF PAVEMENT.D WT W= WIDTH OF SEALANT RESERVOIR1/2" MINIMUN5/8" MAXIMUMEXCEPT FOR 3/4" EXPANSIONJOINTSD= DEPTH OF SEALANT1.0 TO 1.5 TIMES WT= DEPTH OF INTIAL SAWCUT, 1/4 OFTHE SLAB THINKNESS FORPAVEMENT LESS THAN 12"POURED JOINTSEALANTSEPARATING TAPESEE NOTE 1SEE NOTE 2POURED JOINTSEALANTSEE NOTE 2BACKER MATERIALSEE NOTE 16BITUMINOUS PAVEMENT - ALL TYPESN T S"A" WEAR COURSE (MNDOT2360 - SPWEA340B)TACK COAT (MNDOT 2357)"B" BASE COURSE (MNDOT2360 - SPNWB330B)"C" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)COMPACTED SUBGRADE(100% OF STANDARDPROCTOR MAX. DRYDENSITY)PAVEMENT DESIGNTYPEWEAR (A)BASE (B)AGG.(C)NOTE:IF NO DESIGN IS DEFINED IN ABOVE CHART, SEEGEOTECH REPORT FOR FINAL PAVEMENT SECTION.IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFER TOGEOTECH FOR FINAL PAVEMENT SECTION.1LIGHT DUTY1.5"2.0"6.0"HEAVY DUTY2.0"2.0"8.0"6"8"12"13 1/2"6"FINISHED GRADENOTES:1. INSTALL CONSTRUCTION JOINTS AT10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPONSOIL CONDITIONSFINISHED GRADEN T SB-612 CONCRETE CURB AND GUTTER7"CLASS 5 AGGREGATE SUB-BASE,COORD. BITUMINOUS PAVEMENT DETAIL(6" MIN.)0.5% SLOPE-CONSTRUCT WITH REVERSE SLOPE GUTTER(T.O. GUTTER) WHERE THE PAVEMENT SLOPES AWAY FROMCURB. SEE PLAN1:3 BATTER SLOPE GUTTER 34" PER 1'-0"3" RADIUS CORNERS12" RADIUSCOMPACTED SUB-BASE, EXIST. NATIVEOR PER SOILS REPORT36"3'-6"2'-6" 60"-66" FROM PAVEMENT TO BOTTOM OF SIGN 1/2"ACCESSIBLE SIGN AND POSTN T S1'-6"NOTE:1. SIGN SHALL BE AS SPECIFIED.2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKINGGRADE, SEE SIGN POST INSTALLATION DETAIL3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.14" METAL PLATE WELDED TO BOTTOM OF 6” PIPECOMPOUND FILL ANNULAR SPACE TO 1" FROM TOP WITH SILICASANDMATERIAL VARIES, SEE PLAN & DETAILS10° SLOPE, TYP. ALL AROUND1" SILICONE RUBBER OR ASPHALTIC CAULKING COMPOUND6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1 COAT OFAPPROPRIATE PRIMER AND TWO COATS SIGN ENAMEL. FILLANNULAR SPACE WITH GROUT. COVER WITH YELLOW "IDEALSHIELD" PLASTIC COVER.GREEN POWDER COATED STEEL SQUARE POST AS SPECIFIEDMETAL SIGN ACCORDING TO MN STATE CODEGALVANIZED STEEL FASTENER (TYP. OF 2)EXTEND POST PAST TOP OF POST10ACCESSIBLE PARKING PAVEMENT MARKINGN T SCITY CODE PER 8'MIN.NOPARKING8'MIN.8'MIN.NOTE:1.ADHERE TO ALL STATE & FEDERAL ADASTANDARDS FOR PARKING, PAINT &SIGNAGE.2.VERIFY AND LAYOUT ALL PAINTED FORMS &STRIPING PRIOR TO INSTALLATION3.SEE PLAN FOR ACTUAL PARKING SPACESLAYOUT4.ALL PAINT COLORS MUST CONFORM TOSTATE AND FEDERAL ADA STANDARDSNOPARKINGNOPARKING4" WIDE PAINTED STRIPING, 45°CROSS STRIPE PATTERN AT 2'O.C. AT ACCESS AISLEFACE OF CURBADJ. SIDEWALKACCESSIBLE CURB RAMP.SEE GRADING & DETAILSHANDICAP SIGN, CENTERED AT HEADOF PARKING SPACE AND ACCESSAISLE 2' MIN,. AND 8' MAX. FROM FACEOF CURBHANDICAP PARKING ACCESS AISLEWITH PAINTED 12" HIGH LETTERINGOF "NO PARKING" CENTEREDTOWARD DRIVE AISLENO PARKING SIGN CENTERED ATHEAD OF SPACE ON CENTERSTRIPEHANDICAP PARKING SPACE WITHPAINTED INTERNATIONALSYMBOL OF ACCESSIBILITY WITHCONTRASTING SQUAREBACKGROUND, CENTEREDTOWARD DRIVE AISLENOTE: FOR REFERENCE ONLY, USESTANDARD ADA PVMT. PAINTTEMPLATE6" RADIUS12" DIAMETER6" LINE WIDTH FOR FIGURE6" LINE WIDTH OUTSIDE BORDER5'-6" SQUARE OVERALL18" RADIUS "WHEEL" SHAPEPAINTED SYMBOL DIAGRAM7ALL CONCRETE CURBS & ADJACENT CONCRETE FLAT WORK SHALL BE DOWELED PER DETAILALL CONCRETE FLAT WORK SHALL HAVE WELDED WIRE MESHCONTRACTOR SHALL REVIEW ALL CIVIL AND ARCHITECTURAL DETAILS PRIOR TO WORK. ANY REDUNDANT,CONTRADICTORY OR CONFLICTING INFORMATION PRESENTED IN ANY PLAN OR DETAIL THROUGHOUT THE CONTRACTDOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT AND CIVIL ENGINEER AND RESOLVEDPRIOR TO WORK COMMENCING.GENERAL DETAILS NOTES:FINISHED GRADENOTES:1.ALL CONCRETE PVMT. ON-SITE SHALL INCLUDE FIBERREINFORCING - 3 LBS./C.Y. CONC. MACRO-FIBERS PERASTM C11162.INSTALLATION SHALL BE CERTIFIED AND INACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN ASSPECIFIED.3.SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSSWEIGHT REQUIREMENTS.4.SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.5.SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.6.1/2" WIDE EXPANSION JOINT AND SEALANT AT ALLCURBS.7.IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECHREPORT FOR FINAL PAVEMENT SECTION.8.IF DESIGN IS DEFINED IN CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFERTO GEOTECH FOR FINAL PAVEMENT SECTION.CONCRETE PVMT./WALK/PAD3"2"N T S (PRIVATE PROPERTY)TOOLED CONTROL JOINT, SEE DETAIL (TYP.)LIGHT BROOM FINISHPERPENDICULAR TO TRAFFIC"A" CONCRETE AS SPECIFIED"B" CLASS 5 AGGREGATE BASECOMPACTED SUBGRADETHIS OCCURS ONLY WHERE MULCH MEETS EDGEOF WALKLEAVE TOP OF MULCH DOWN 1" FROM TOP OF WALKPAVEMENT DESIGNTYPECONC. (A)AGG.(B)3 LBS. / C.Y. CONC. MACRO-FIBER REINFORCING1.CURING:1.1.APPLY CURING COMPOUNDS IMMEDIATELY UPON FINISHINGOF CONC. SURFACE.1.2.ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDSALLIED PER ASTM C-309. AT 200 S.F. PER GAL.1.3.ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) ANDCONTAIN ACRYLIC BASED CLASS B RESTRICTED RESINSOLIDS.2WALKS5"6"CONC. PVMT.X"X" Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPOLLO CAMPERO 1340 SHINGLE CREEK CROSSING, BROOKLYN CENTER, MN 55430 1572 S ROBERT ST., WEST ST. PAUL, MN 55118 PALM FOODS, INC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2236204/18/23AMENDED CITY SUBMITTAL..........04/11/23CITY SUBMITTALDRAWN BY:REVIEWED BY:WMB, WBPS..............202344263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/23REVISION SUMMARYDATEDESCRIPTIONC5.1CIVIL DETAILS............VARIES - TYP. 4'FLOWFLOW61"RIM ELEVATION"PRECAST COVER -8" THICKSTEPS - INSTALL ONDOWNSTREAM SIDE@ 16" O.C.PRECAST CONCRETESECTIONGROUT SHELF ANDCHANNELSMETAL SEWER CASTING -REFER TO STRUCTURESCHEDULE FOR TYPEMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEENRINGS, CASTING, AND ALONGOUTSIDE.STORM SEWER PIPE - SEEUTILITY PLAN FOR LOCATION,INVERT, AND SIZESBASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT, ORPOURED 8" SLAB REINFORCED WITH6" x 6" 10/10 MESHRUBBER GASKET -TYP AT ALL JOINTSCATCH BASINN T SDIMENSIONS FROM BACK OF CURB(BOC) TO CENTER OF PIPE:4' DIA. MH - 9" IN FROM BOC5' DIA. MH - 3" IN FROM BOC6' DIA. MH - 3" BEHIND BOC7' DIA. MH - 9" BEHIND BOC8' DIA. MH - 15" BEHIND BOC2MIN. 2 AND MAX. 5 ADJUSTING RINGS.GROUT BETWEEN RINGS, CASTING, ANDALONG OUTSIDE.METAL SEWER CASTING - REFER TOSTRUCTURE SCHEDULE FOR TYPEPRECAST CONCRETE CONE SECTIONBASES SHALL BE 8" STANDARD PRECASTWITH 2" LEAN GROUT, OR POURED 8"SLAB REINFORCED WITH 6" x 6" 10/10MESHCOVER SHALL BE STAMPED"STORM SEWER"STEPS ON DOWNSTREAM SIDEGROUT SHELF AND CHANNELS16" O.C.VARIABLE27"11 2"VARIABLE 18"MIN.STORM MANHOLEN T SDIMENSIONS FROM BACK OF CURB(BOC) TO CENTER OF PIPE:4' DIA. MH - 9" IN FROM BOC5' DIA. MH - 3" IN FROM BOC6' DIA. MH - 3" BEHIND BOC7' DIA. MH - 9" BEHIND BOC8' DIA. MH - 15" BEHIND BOC3PIPE BEDDING - RCP & DIPN T S4PIPE BEDDING - PVCN T S521KEY1. TOPSOIL2. FREE DRAINING ANGULAR WASHED STONE 3/4" - 2" PARTICLE SIZE (NON LIMESTONEMATERIAL THAT CONTAINS LESS THAN 5% DELETERIOUS MATERIALS). INSTALL TO MIN. 95% STANDARD DENSITY PER AASHTO T99.TYP. SECTION DETAILNTS1.INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSIONCONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THEPRACTICE DURING CONSTRUCTION.2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE INPLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS.3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES.4.INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC,ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE.5.PERFORM ALL OTHER SITE IMPROVEMENTS.6.SEED AND MULCH ALL AREAS AFTER DISTURBANCE.7.CONSTRUCT RETENTION DEVICE UPON STABILIZATION OF CONTRIBUTINGDRAINAGE AREA.8.IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES.9.PLANT AND MULCH SITE.10.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTINGDRAINAGE AREA IS ADEQUATELY VEGETATED.GENERAL NOTES1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING ORIMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVEDFROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION.2.GRADING OF RETENTION DEVICES SHALL BE ACCOMPLISHED USINGLOW-COMPACTION EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OFUNDERLYING SOILS.3.ALL SUB MATERIALS BELOW THE SPECIFIED RETENTION DEPTH (ELEVATION)SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED.CONSTRUCTION SEQUENCINGGRADEPAVEMENT/LANDSCAPING/SOD30" DIA. SOLID CMP PIPE.UNDERGROUND DETENTION BASINN T SSUBGRADE SOILS(IN-SITU SAND)6" MIN.6" MIN.12"(TYP)12"(TYP)2 Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPOLLO CAMPERO 1340 SHINGLE CREEK CROSSING, BROOKLYN CENTER, MN 55430 1572 S ROBERT ST., WEST ST. PAUL, MN 55118 PALM FOODS, INC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2236204/18/23AMENDED CITY SUBMITTAL..........04/11/23CITY SUBMITTALDRAWN BY:REVIEWED BY:WMB, WBPS..............202344263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/23REVISION SUMMARYDATEDESCRIPTIONC5.2CIVIL DETAILS............ XERXES AVENUE NORTH(A Public R/W)PID: 0311821410042Address: 1330 Shingle Creek CrossingOwner: Shingle Creek LlcPID: 0311821410044Address: 1350 Shingle Creek CrossingOwner: City Of Brooklyn CenterPID: 0311821410045Address: 1360 Shingle Creek CrossingOwner: E-L Shingle Creek LlcPID: 0311821410043Address: 1340 Shingle Creek Crossing[9] Drainage and Utility Easement perSHINGLE CREEK CROSSING 5TH ADDITION[14] Landscape, Streetscape,Sidewalk and Trail Easementper Doc. No. 4868191Concrete Sidewalk Concrete 15" HDPES62°40'57"WS79°23'58"W43.50N10°36'02"W 163.26N62°51'57"E109.88S27°39'02"E272.84162.82 R=460.94114.32 Δ=14°12'36"PARCEL 1PARCEL 2[17](Vehicular and PedestrianAccess, Ingress/Egress, Parking,Loading and Unloading, WaterFlow, Utility and Service EasementsOver Adjacent Parcels)8" VCP (Per Rec.)8" VCP (Per Rec.)8" VCP (Per Rec.)12" CIP (Per Rec.)36" RCP10" WM (Per Rec.)36" RCP 8" PVC (Per Rec .) 18" HDPE18" HDPE 36" H D P E 18" HDPE8" PVC (Per Rec.)PARCEL 2[17](Vehicular and PedestrianAccess, Ingress/Egress, Parking,Loading and Unloading, WaterFlow, Utility and Service EasementsOver Adjacent Parcels)NO PARKING CONSTRUCTION LIMITSPROPERTY LINEPROPERTY LINECONSTRUCTION LIMITS13 - HL5 - HL3 - JM25 - CA35 - SGJ5 - CB5 - ST5 - CA35 - SGJ5 - CB4 - ST4 - CA34 - SGJ4 - CB5 - ST10 - HJ5 - JO2 - HA5 - HA3 - CM7 - JO17 - CK4 - CB1 - MPS1 - MS1 - MPS1 - MS1 - CP1 - QP2 - EK2 - QP1 - EK1 - QP3 - BJALUMINUMEDGER, TYP.SOD,TYP.DECORATIVE ROCKMULCH, TYP.1 - EKREVISION SUMMARYDATEDESCRIPTIONL1.0LANDSCAPE PLAN............Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPOLLO CAMPERO 1340 SHINGLE CREEK CROSSING, BROOKLYN CENTER, MN 55430 1572 S ROBERT ST., WEST ST. PAUL, MN 55118 PALM FOODS, INC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2236204/18/23AMENDED CITY SUBMITTAL..........04/11/23CITY SUBMITTALDRAWN BY:REVIEWED BY:WMB, WBPS..............202324904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.04/18/23LANDSCAPE NOTES:LEGENDEDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM,BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS,STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF.INSTRUC./SPECS.SEE SHEET L1.1 FOR PLANTING SCHEDULE01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER INSTALLATION AND/OR TOP DRESSING OPERATIONS) OFSHREDDED CEDAR MULCH.3.ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCHSHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK.4.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDERSAMPLES PRIOR TO INSTALLATION.5.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROMDISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OFACCEPTANCE PERIOD.6.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THEPLAN SHALL GOVERN.7.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPEMATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR TWO (2) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.8.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THEDRAWINGS.9.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTORSHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TOINSTALLATION.10.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.11.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.12.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.13.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATEWATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK.SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB.14.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPEARCHITECT PRIOR TO INSTALLATION.2.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER CONNECTIONS.3.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TOUNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGESSHALL BE BORNE ENTIRELY BY THE CONTRACTOR.4.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACTLOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.5.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES.6.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE.7.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.8.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.9.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.10.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYONDPAVEMENT.11.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE ANDCAPPED.12.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENTFORMULATED FOR INTENDED TYPE OF CONNECTION.13.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.14.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.15.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE.16.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.17.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USE MOISTURE-PROOF SPLICES AND SPLICE ONLYAT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROMCONTROLLER. LABEL OR COLOR CODE ALL WIRES.18.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOWCONTROL ON AUTOMATIC VALVE.19.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.20.USE SCREENS ON ALL HEADS.21.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION.22.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.23.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALLEXTENT 3" BEYOND PERIMETER OF VALVE BOX.24.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE.IRRIGATION NOTES: TREESQTYCOMMON / BOTANICAL NAMECONTNATIVE PLANTSPOLLINATOR FRIENDLYBJ3Parkland Pillar® Asian White Birch / Betula platyphylla 'Jefpark'2.5" CAL. B&BNOT NATIVENCP1Prairie Sentinel Hackberry / Celtis occidentalis `JFS-KSU1` TM2.5" Cal. B&BNATIVE CULTIVAREK3Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`2.5" Cal. B&BNATIVE CULTIVARNQP4American Dream® Oak / Quercus bicolor 'JFS-KW12'2.5" CAL. B&BNATIVE CULTIVARNORNAMENTAL TREESQTYCOMMON / BOTANICAL NAMECONTNATIVE PLANTSPOLLINATOR FRIENDLYMPS2Professor Sprenger Crabapple / Malus x `Professor Sprenger`1.5" Cal. B&BNATIVE CULTIVARYMS2Spring Snow Crabapple / Malus x `Spring Snow`1.5" Cal. B&BNATIVE CULTIVARYSHRUBSQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTSPOLLINATOR FRIENDLYCM14Muskingham Gray Dogwood / Cornus racemosa `Muskingham`#2 CONTNATIVE CULTIVARYCA314Arctic Fire Dogwood / Cornus sericea `Arctic Fire`#5 CONTNATIVE CULTIVARYCB18Firedance Dogwood / Cornus sericea `Bailadeline` TM#5 CONTNATIVE CULTIVARYHA7Annabelle Hydrangea / Hydrangea arborescens `Annabelle`#5 CONTNOT NATIVEYHJ11Little Lime Hydrangea / Hydrangea paniculata `Jane` TM#5 CONTNOT NATIVEYHL18Limelight Hydrangea / Hydrangea paniculata `Limelight`#5 CONTNOT NATIVEYSGJ14Sea Green Juniper / Juniperus chinensis `Sea Green`#5 CONTNOT NATIVENJM23Medora Juniper / Juniperus scopulorum `Medora`#5 CONTNOT NATIVENJO12Grey Owl Juniper / Juniperus virginiana `Grey Owl`#5 CONTNATIVENST14Birchleaf Spirea / Spiraea betulifolia `Tor`#5 CONTNOT NATIVEYGRASSESQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTSPOLLINATOR FRIENDLYCK17Feather Reed Grass / Calamagrostis x acutiflora `Karl Foerster`#1 CONTNOT NATIVENPLANT SCHEDULEGROUND COVERSCOMMON / BOTANICAL NAMESIZERock Maintanence Strip / Rock Maintanence Strip1"- 3" Washed river rock, uniform in size overfilter fabric, composed of round rocks that may bevaried in color. Include aluminum edging asshown on plan, or as needed. See detail.MulchBlue Grass Based / SodCommercial grade, locally grown, well rooted sodblend of improved Kentucky Bluegrass w/ uniformcolor, leaf texture, density and varietiesconsisting of a minimum of two and no more thanfour common cultivars.SodPLANT SCHEDULEREVISION SUMMARYDATEDESCRIPTIONL1.1LANDSCAPE PLANNOTES & DETAILS............Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPOLLO CAMPERO 1340 SHINGLE CREEK CROSSING, BROOKLYN CENTER, MN 55430 1572 S ROBERT ST., WEST ST. PAUL, MN 55118 PALM FOODS, INC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2236204/18/23AMENDED CITY SUBMITTAL..........04/11/23CITY SUBMITTALDRAWN BY:REVIEWED BY:WMB, WBPS..............202324904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.04/18/23FACE OF BUILDING, WALL, OR STRUCTUREMIN. 4" LAYER OF SHREDDED HARDWOOD MULCH AS SPECIFIED.PROVIDE SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIORTO INSTALLATIONFINISHED GRADECOMPACTED SUBGRADEWATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED18" - VERIFY W/ PLANAGGREGATE MAINTANENCE STRIPN T SSTAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'SINSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENTSLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLAN1Know what'sbelow.before you dig.CallRPERENNIAL BED PLANTINGN T SPLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT STEMBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.SIZE VARIESSEE LANDSCAPE PLANMODIFY EXCAVATION BASED ON LOCATION OF PLANTMATERIAL AND DESIGN OF BEDS OR OVERALL PLANTPLACEMENT4DECIDUOUS & CONIFEROUS SHRUB PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL SHAPE FOR SPECIES)PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT TRUNKBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.THREE TIMES WIDTHOF ROOTBALLRULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT3THREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWNWITH TWO STRANDS OF WIRE TWISTED TOGETHER.STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.WIRE SHALL BE THREADED THROUGH NYLONSTRAPPING WITH GROMMETS. ALTERNATE STABILIZINGMETHODS MAY BE PROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANICMULCH, SEE GENERAL LANDSCAPE NOTES AND PLANNOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROMPLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT2 XERXES AVENUE NORTH(A Public R/W)PID: 0311821410042Address: 1330 Shingle Creek CrossingOwner: Shingle Creek LlcPID: 0311821410044Address: 1350 Shingle Creek CrossingOwner: City Of Brooklyn CenterPID: 0311821410045Address: 1360 Shingle Creek CrossingOwner: E-L Shingle Creek LlcPID: 0311821410043Address: 1340 Shingle Creek Crossing[9] Drainage and Utility Easement perSHINGLE CREEK CROSSING 5TH ADDITION[14] Landscape, Streetscape,Sidewalk and Trail Easementper Doc. No. 4868191NO BUILDINGS945722484Concrete Sidewalk BituminousParking LotBituminousParking LotSnow PileSnow PileConcrete 15" HDPES62°40'57"WS79°23'58"W43.50N10°36'02"W 163.26N62°51'57"E109.88S27°39'02"E272.84AccessAccessAccess162.82 R=460.94114.32 Δ=14°12'36"Curb and Driveway In ThisArea Shown per Aerial MappingPARCEL 1AccessPARCEL 2[17](Vehicular and PedestrianAccess, Ingress/Egress, Parking,Loading and Unloading, WaterFlow, Utility and Service EasementsOver Adjacent Parcels)8" VCP (Per Rec.)8" VCP (Per Rec.)8" VCP (Per Rec.)12" CIP (Per Rec.)36" RCP10" WM (Per Rec.)36" RCP 8" PVC (Per Rec .) 18" HDPE18" HDPE 36" H D P E 18" HDPE8" PVC (Per Rec.)BituminousParking LotPARCEL 2[17](Vehicular and PedestrianAccess, Ingress/Egress, Parking,Loading and Unloading, WaterFlow, Utility and Service EasementsOver Adjacent Parcels)CONSTRUCTION LIMITSPROPERTY LINEPROPERTY LINECONSTRUCTION LIMITSINLET PROTECTION ATCATCH BASINS, TYPCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.CONSTRUCTIONENTRANCECivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPOLLO CAMPERO 1340 SHINGLE CREEK CROSSING, BROOKLYN CENTER, MN 55430 1572 S ROBERT ST., WEST ST. PAUL, MN 55118 PALM FOODS, INC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2236204/18/23AMENDED CITY SUBMITTAL..........04/11/23CITY SUBMITTALDRAWN BY:REVIEWED BY:WMB, WBPS..............202344263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/23REVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS............01" = 20'-0"20'-0"10'-0"N1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2.THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.\4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF BROOKLYN CENTER EROSION CONTROL NOTES: XERXES AVENUE NORTH(A Public R/W)PID: 0311821410042Address: 1330 Shingle Creek CrossingOwner: Shingle Creek LlcPID: 0311821410044Address: 1350 Shingle Creek CrossingOwner: City Of Brooklyn CenterPID: 0311821410045Address: 1360 Shingle Creek CrossingOwner: E-L Shingle Creek LlcNO BUILDINGS94548Concrete Sidewalk Snow PileSnow PileConcrete 15" HDPE8" VCP (Per Rec.)8" VCP (Per Rec.)8" VCP (Per Rec.)12" CIP (Per Rec.)36" RCP10" WM (Per Rec.)36" RCP 8" PVC (Per Rec .) 18" HDPE18" HDPE 36" H D P E 18" HDPE8" PVC (Per Rec.)NO PARKING CONSTRUCTION LIMITSPROPERTY LINEPROPERTY LINECONSTRUCTION LIMITSINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.CONSTRUCTIONENTRANCECivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPOLLO CAMPERO 1340 SHINGLE CREEK CROSSING, BROOKLYN CENTER, MN 55430 1572 S ROBERT ST., WEST ST. PAUL, MN 55118 PALM FOODS, INC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2236204/18/23AMENDED CITY SUBMITTAL..........04/11/23CITY SUBMITTALDRAWN BY:REVIEWED BY:WMB, WBPS..............202344263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/23REVISION SUMMARYDATEDESCRIPTIONSW1.1SWPPP - PROPOSEDCONDITIONS............01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF BROOKLYN CENTER EROSION CONTROL NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2.THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:LEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION. Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPOLLO CAMPERO 1340 SHINGLE CREEK CROSSING, BROOKLYN CENTER, MN 55430 1572 S ROBERT ST., WEST ST. PAUL, MN 55118 PALM FOODS, INC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2236204/18/23AMENDED CITY SUBMITTAL..........04/11/23CITY SUBMITTALDRAWN BY:REVIEWED BY:WMB, WBPS..............202344263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/23REVISION SUMMARYDATEDESCRIPTIONSW1.2SWPPP - DETAILS............OVERFLOW AT TOP OFFILTER ASSEMBLYOVERFLOW IS 12 OF THE CURBBOX HEIGHTHIGH-FLOW FABRICFILTER ASSEMBLY DIAMETER, 6"ON-GRADE 10" AT LOW POINTEXISTING CURB, PLATE, BOX,AND GRATENOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEMAFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C.CURB INLET FILTERN T S1PROFILE6" MIN CRUSHED STONE75' MINIMUMPLANFINISHEDGRADETO CONSTRUCTION AREA35' REXISTINGUNDISTURBEDROADWAYN T S30' FROM EDGE OF ROADTO FRONT OF SPEED BUMPGEOTEXTILE FILTERFABRIC4" HIGH, 18" WIDESPEED BUMPSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBEDROADWAY.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDINGSTONE TO THE LENGTH OF THE ENTRANCE.3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118.EXISTING UNDISTURBED ROADWAY35' RTO CONSTRUCTIONAREA2TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES,10" SPACING, 4" DOWN FROMTRENCHOVERLAP: BURY UPPER ENDOF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OFTOP STRIP 4" AND STAPLE.EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH ANDTAMPED. DOUBLEROW OFSTAPLES.PLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D''C''B'BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTHTYPICAL STAPLE #8GAUGE WIRE1 1/2"10"OVERFALL'E''A'NOTE:1. PLACE STAPLES 2 FEET APART TOKEEP MATTING FIRMLY PRESSED TOSOIL.EROSION BLANKETN T S3FILTER FABRIC AS SPECIFIEDEXISTING GROUNDSURFACEDIRECTION OF FLOWWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.WHEN INSTALLED ON GROUND. IF INSTALLED ONPVMT. PROVIDE SANDBAGS BEHIND AND ON TOP ATMIN. 10' O.C.8" MIN.SEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SFILLER AS SPECIFIEDNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARYBY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.FILL UPSTREAM BASE EDGE WITH2" OF DIRT OR COMPOST TOEMBED ROLL.4FILTER FABRIC WITH WIRE SUPPORT NETAS SPECIFIED.METAL POST ASSPECIFIED.FILTER FABRIC AS SPECIFIED SECURETO WIRE SUPPORT NET WITH METALCLIPS 12"O.C.SUPPORT NET: 12 GAUGE 4" x 4"WIRE HOOKED ONTOPREFORMED CHANNELS ONPOSTS AS SPECIFIED.EXISTING GROUNDSURFACECARRY WIRE SUPPORT NETDOWN INTO TRENCHDIRECTION OF FLOWANCHOR FABRIC WITHSOIL, TAMP BACKFILLMETAL POSTS 8'-0" O.C.MAX.24" 24" 24" MIN. 6"6"SEDIMENT FENCEN T S5 Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPOLLO CAMPERO 1340 SHINGLE CREEK CROSSING, BROOKLYN CENTER, MN 55430 1572 S ROBERT ST., WEST ST. PAUL, MN 55118 PALM FOODS, INC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2236204/18/23AMENDED CITY SUBMITTAL..........04/11/23CITY SUBMITTALDRAWN BY:REVIEWED BY:WMB, WBPS..............202344263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/23REVISION SUMMARYDATEDESCRIPTIONSW1.3SWPPP - NARRATIVE............OWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENTSTORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THEPROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OF THENPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACTQUANTITIES FOR BIDDING AND CONSTRUCTION.PROJECT NARRATIVE:PROJECT IS A REDEVELOPMENT OF AN EXISTING SURFACE PARKING LOT AND GRASSY AREA INTO A NEW FAST-CASUAL RESTAURANT. SITE,GRADING, UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOTLOCATED ON SITE.INFILTRATION NARRATIVE:INFILTRATION IS NOT REQUIRED AS PART OF THE PROJECT BECAUSE PERMANENT STORM WATER MANAGEMENT IS NOT REQUIRED.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO BOTH SHINGLE CREEK AND UPPER TWIN LAKE. SHINGLE CREEK AND UPPER TWIN LAKEARE IDENTIFIED AS IMPAIRED WATER BODIES PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. SHINGLE CREEK IS IMPAIRED WITH BENTHICMACROINVERTEBRATES BIOASSESSMENTS, CHLORIDE, DISSOLVED OXYGEN, ESCHERCHIA COLI, FISH BIOASSESSMENTS. TWIN LAKE IS IMPAIREDWITH MERCURY IN FISH TISSUE, NUTRIENTS, PCB'S IN FISH TISSUE, PERFLUOROOCTANE SULFONATE IN FISH TISSUE. . BECAUSE THESE WATERSARE LOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS:1.DURING CONSTRUCTION:A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETEDLATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLYCEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THATSERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PERACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THECONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.DESIGN ENGINEER: MATTHEW R. PAVEK P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011TOTAL TRAINING HOURS: 12RE-CERTIFICATION: 2/27/2020 (8 HOURS), EXP. 5/31/2023THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHOIMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUSTCOMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATEDAUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATIONCONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS ANDSPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FORADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENTEROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)7. CLEAR AND GRUB REMAINDER OF SITE8. STRIP AND STOCKPILE TOPSOIL9. ROUGH GRADING OF SITE10. STABILIZE DENUDED AREAS AND STOCKPILES11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S13. INSTALL STREET SECTION14. INSTALL CURB AND GUTTER15. BITUMINOUS ON STREETS16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVESILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT ATTHE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPPCAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTERSUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT.1.THE FINAL SWPPP;2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS ANDMAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY,CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OFTHE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTIONAND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THESWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCTINSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THEREQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURSUPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BYTHE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OFCONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OFTHE PERMIT.4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TOFURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALLSWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOWTHE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMSIDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE,WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERSOR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMSIDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPAOR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OFPOLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARDEXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITHTHE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATEAND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERINGPRACTICES.EROSION PREVENTION (SECTION 8):1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEPSLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNEDFOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELYTO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THESITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASECOMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILESWITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETESTOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISHSPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THEWATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENTDRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATEROR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENTDITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE ANDCONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION(WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEESMUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICESWITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALESECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTERCONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED INACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENTAREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATESEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROLPRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICESIN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCEREQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TOELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENTSYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITECONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKINGON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G.,INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLANDPERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERMACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY ISCOMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IFTHE SHORT-TERM ACTIVITY IS NOT COMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEYESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET.7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREETFLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEEDFOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THEDOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATERCONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITEOR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKINGONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE ANDEQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT(DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTHDISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENTCONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIREDADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAININLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THESWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITHACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BYTHE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TOCHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION ORSETTLEMENT OF THE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G.,PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECTSITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATETREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THEDISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACEWATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THESURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLEFILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE.3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOTCAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATEVICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURNTHE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THESITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE ATLEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATERTHAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTIONMANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENTALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESSANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENTACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCESYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUSTREMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHERDRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUSTCOMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IFPRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARERESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLEPERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHINAND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEESMUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHINA SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONALOR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTHOF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE INTHREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITYCONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHEREON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDEDCOMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONSWARRANT; ORc.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BESUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION,WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED ANDTHESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT.PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, AWEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDESSITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH ANDDESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHEROBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED INSECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TOSTORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULICFLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS)IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTEMATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEESMUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL,FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS ORABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UPDISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS.PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UPMEASURES WHERE POSSIBLE.7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUSTCONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUSTDISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS,OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUTOPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTIONMATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROMCONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUTOPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES.PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE,INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEANOUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMITTERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TOSUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATESNO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUSTENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TOSUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHEDAND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THEHOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THEDISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TOALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUMDEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP)FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEEDGERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.PALM FOODS, INC.1572 S ROBERT ST.WEST ST. PAUL, MN 55118CONTACT: LUIS GUTIERRES651-274-5221 Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPOLLO CAMPERO 1340 SHINGLE CREEK CROSSING, BROOKLYN CENTER, MN 55430 1572 S ROBERT ST., WEST ST. PAUL, MN 55118 PALM FOODS, INC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2236204/18/23AMENDED CITY SUBMITTAL..........04/11/23CITY SUBMITTALDRAWN BY:REVIEWED BY:WMB, WBPS..............202344263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/23REVISION SUMMARYDATEDESCRIPTIONSW1.4SWPPP - ATTACHMENTS............ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTPROJECT NAME: POLLO CAMPEROPROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)ADDRESS: 1340 SHINGLE CREEK CROSSINGCITY OR TOWNSHIP: BROOKLYN CENTERSTATE: MNZIP CODE: 55430LATITUDE/LONGITUDE OF APPROXIMATE CENTROID OF PROJECT: 45.056088 N, -93.321477 EMETHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHICALL CITIES WHERE CONSTRUCTION WILL OCCUR: BROOKLYN CENTERALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: HENNEPINALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: N/APROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 0.64PROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE): XXXXXCUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE)EXISTING AREA OF IMPERVIOUS SURFACE : XX.XPOST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: XX.XTOTAL NEW AREA OF IMPERVIOUS SURFACE: XX.XRECEIVING WATERSWATER BODY IDNAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPAIRED WATER (Y/N)07010206-50627-0042-01..SINGLE CREEK (COUNTY DITCH 13)UPPER TWIN..CREEKLAKE..NN..YY..DATES OF CONSTRUCTIONCONSTRUCTION START DATE: XX/XXESTIMATED COMPLETION DATE: XX/XXGENERAL CONSTRUCTION PROJECT INFORMATIONDESCRIBE THE CONSTRUCTION ACTIVITY: XXXXXDESCRIBE SOIL TYPES FOUND AT THE PROJECT: XXXXXSITE LOCATION MAP -SOILS INFORMATIONMAP UNITSYMBOLU1AURBAN LAND-UDORTHENTS, WET SUBSTRATUM,COMPLEX, 0 TO 2 PERCENT SLOPESMAP UNIT NAME......GENERAL SITE INFORMATION (5.1)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONALTEMPORARY BMP'S AS NECESSARY. (5.5)THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVICES WILL BEINSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILIZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7). SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (5.9):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTURBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT.WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (5.16)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (SECTION 23)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6.B? NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT.7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT:WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLYESIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? YESIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN SECTION 23 MUST BEADDED TO THE SWPPP AND IMPLEMENTED (15.19). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YESIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TOONE OF THE REASONS IN ITEMS 16.4 THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONALPONDING OR EQUIVALENT METHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT:INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE SECTION 23 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.INFILTRATION / REGIONAL PONDINGCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAYPRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TOTREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8)IT IS NOT FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENTSYSTEM.N/AEROSION PREVENTION PRACTICES (SECTION 8.1)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCTION:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BEDISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLESOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)RIP RAP WILL BE UTILIZED AT PIPE OUTLETS6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TOVEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TOSURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HASTEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENTDITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.N/A, NO DITCHES ON SITE8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE,VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITETHAT DRAIN TO SPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED FILTRATION AREASMINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS.SEDIMENT CONTROL PRACTICES (SECTION 9.1)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB ANDGUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHENEXCAVATED PRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFERIS INFEASIBLE:DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND.8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART 9.18 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF ASPECIAL OR IMPAIRED WATER?YESIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14.PROPOSED FILTRATION BASINS WILL SERVE AS TEMPORARY SEDIMENTS BASINS THAT WILL THEN BE CONVERTED TO PERMANENT FILTRATIONS BASINS.DEWATERING AND BASIN DRAINING (SECTION 10.1)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE 10.2 THROUGH10.4 OF THE PERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (10.5):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? YES2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES,THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENTWILL BE PROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THATDRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOURPRECIPITATION EVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND2-YEAR 24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO ASTORMWATER POND)? YES OR NOIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH SECTION 22 OF THE PERMIT.N/AINSPECTIONS AND MAINTENANCE (SECTION 11.1)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. DESCRIBE PRACTICES FOR STORAGE OF BUILDING PRODUCTS WITH A POTENTIAL TO LEACH POLLUTANTS TO MINIMIZE EXPOSURE TO STORMWATER:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. DESCRIBE PRACTICES FOR STORAGE OF PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICAL, AND LANDSCAPE MATERIALS:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. DESCRIBE PRACTICES FOR STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS OR TOXIC WASTE (E.G., OIL, FUEL, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS,WOOD PRESERVATIVE, ADDITIVES, CURING COMPOUNDS, AND ACIDS) ACCORDING TO MINN. R. CH. 7045, INCLUDING RESTRICTED ACCESS AND SECONDARY CONTAINMENT:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. DESCRIBE COLLECTION, STORAGE AND DISPOSAL OF SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. DESCRIBE MANAGEMENT OF PORTABLE TOILETS TO PREVENT TIPPING AND DISPOSAL OF SANITARY WASTES IN ACCORDANCE WITH MINN. R. CH. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. DESCRIBE SPILL PREVENTION AND RESPONSE FOR FUELING AND EQUIPMENT OR VEHICLE MAINTENANCE:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. DESCRIBE CONTAINMENT AND DISPOSAL OF VEHICLE AND EQUIPMENT WASH WATER AND PROHIBITING ENGINE DEGREASING ON THE SITE:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. DESCRIBE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOT CONTACT THE GROUND:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (25.22)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CONVEYANCE SYSTEMS OF ACCUMULATED SEDIMENT (25.22):CLEANING OF STORMWATER TREATMENT SYSTEMS SHALL BE DONE BY HAND SUCH AS THE USE OF A SHOVEL.3. DESCRIBE METHODS FOR REMOVING ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S:REMOVAL OF TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S CAN BE DONE BY HAND AND PROPERLY DISPOSED OF.U1A Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPOLLO CAMPERO 1340 SHINGLE CREEK CROSSING, BROOKLYN CENTER, MN 55430 1572 S ROBERT ST., WEST ST. PAUL, MN 55118 PALM FOODS, INC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2236204/18/23AMENDED CITY SUBMITTAL..........04/11/23CITY SUBMITTALDRAWN BY:REVIEWED BY:WMB, WBPS..............202344263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/23REVISION SUMMARYDATEDESCRIPTIONSW1.5SWPPP - ATTACHMENTS............ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ONAUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMITREQUIREMENTS.FACILITY INFORMATIONSITE NAME: SITE ADDRESS: PERMIT NUMBER:CITY: STATE: ZIP CODE:INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________ORGANIZATION/COMPANY MAN: _____________________________________________________DATE (MM/DD/YYYY): _____________________TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS SITE WITHIN ONE AERIAL MILE OF SPECIAL OR IMPAIRED WATER THAT CAN POTENTIALLY RECEIVE DISCHARGE FROM THE SITE?IF YES, FOLLOW SECTION 23 AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (SECTION 8.1)1.ARE SOILS STABILIZED WHERE NO CONSTRUCTION ACTIVITY HAS OCCURRED FOR 14 DAYS (INCLUDING STOCKPILES)?(7 DAYS WHERE APPLICABLE, OR 24 HOURS DURING MINNESOTA DEPARTMENT OF NATURAL RESOURCES [DNR] FISHSPAWNING RESTRICTIONS)2.HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3.IF STEEP SLOPES ARE DISTURBED, ARE STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES USED?4.ALL DITCHES/SWALES STABILIZED 200' BACK FROM POINT OF DISCHARGE OR PROPERTY EDGE WITHIN 24 HOURS? (MULCH,HYDROMULCH, TACKIFIER, OR SIMILAR BEST MANAGEMENT PRACTICES [BMPS] ARE NOT ACCEPTABLE IN DITCHES/SWALESIF THE SLOPE IS GREATER THAN 2%)ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?5.DO PIPE OUTLETS HAVE ENERGY DISSIPATION (WITHIN 24 HOURS OF CONNECTION)?6.IS CONSTRUCTION PHASING BEING FOLLOWED IN ACCORDANCE WITH THE SWPPP?7.ARE AREAS NOT TO BE DISTURBED MARKED OFF (FLAGS, SIGNS, ETC.)?COMMENTS:SEDIMENT CONTROL REQUIREMENTS (SECTION 9.1)1.ARE PERIMETER SEDIMENT CONTROLS INSTALLED PROPERLY ON ALL DOWN GRADIENT PERIMETERS?2.ARE APPROPRIATE BMPS INSTALLED PROTECTING INLETS, CATCH BASINS, AND CULVERT INLETS?3.IS A 50 FOOT NATURAL BUFFER PRESERVED AROUND ALL SURFACE WATERS DURING CONSTRUCTION?3.1.IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4.DO ALL ERODIBLE STOCKPILES HAVE PERIMETER CONTROL IN PLACE?5.IS THERE A TEMPORARY SEDIMENT BASIN ON SITE, AND IS IT BUILT AS REQUIRED IN SECTION 14 OF THE PERMIT?6.IS SOIL COMPACTION BEING MINIMIZED WHERE NOT DESIGNED FOR COMPACTION?7.IS TOPSOIL BEING PRESERVED UNLESS INFEASIBLE?8.IF CHEMICAL FLOCCULANTS ARE USED, IS THERE A CHEMICAL FLOCCULANT PLAN IN PLACE?COMMENTS:DISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND ON SITE BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTILANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THE PROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THEMINNESOTA POLLUTION CONTROL AGENCY.Y N N/AY N N/A7 DAY RAINY NMAINTENANCE AND INSPECTIONS (SECTION 11)1.ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING GROUND COVER?2.ARE PERIMETER CONTROLS MAINTAINED AND FUNCTIONING PROPERLY, SEDIMENT REMOVED WHEN ONE-HALF FULL?3.ARE INLET PROTECTION DEVICES MAINTAINED AND ADEQUATELY PROTECTING INLETS?4.ARE THE TEMPORARY SEDIMENT BASINS BEING MAINTAINED AND FUNCTIONING PROPERLY?5.ARE VEHICLE TRACKING BMPS AT SITE EXISTS IN PLACE AND MAINTAINED AND FUNCTIONING PROPERLY?6.IS ALL TRACKED SEDIMENT BEING REMOVED WITHIN 24 HOURS?7.HAVE ALL SURFACE WATERS, DITCHES, CONVEYANCES, AND DISCHARGE POINTS BEEN INSPECTED?8.WERE ANY DISCHARGES SEEN DURING THIS INSPECTION (I.E., SEDIMENT, TURBID WATER, OR OTHERWISE)?IF YES, RECORD THE LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH AND DESCRIBE THE DISCHARGE (SIZE, COLOR, ODOR, FOAM, OIL SHEEN, TIME, ETC.).DESCRIBE HOW THE DISCHARGE WILL BE ADDRESSED. WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS ANDIN ACCORDANCE WITH ITEM 11.5 OF THE PERMIT?COMMENTS:Y N N/APOLLUTION PREVENTION (SECTION 12)1.ARE ALL CONSTRUCTION MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER OR PROTECTED?2.ARE HAZARDOUS MATERIALS BEING PROPERLY STORED?3.ARE APPROPRIATE BMPS BEING USED TO PREVENT DISCHARGES ASSOCIATED WITH FUELING AND MAINTENANCE OFEQUIPMENT OR VEHICLES?4.ARE ALL SOLID WASTES BEING PROPERLY CONTAINED AND DISPOSED OF?5.IS THERE A CONCRETE/OTHER MATERIAL WASHOUT AREA ON SITE AND IS IT BEING USED?6.IS THE CONCRETE WASHOUT AREA MARKED WITH A SIGN?7.ARE THE CONCRETE/OTHER MATERIAL WASHOUT AREAS PROPERLY MAINTAINED?COMMENTS:Y N N/AOTHER1.IS A COPY OF THE SWPPP, INSPECTION RECORDS, AND TRAINING DOCUMENTATION LOCATED ON THE CONSTRUCTIONSITE, OR CAN IT BE MADE AVAILABLE WITHIN 72 HOURS?2.HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE, AND AMENDED AS NEEDED?3.IS ANY DEWATERING OCCURRING ON SITE?IF YES, WHAT BMPS ARE BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOTCAUSING EROSION OR SCOUR?4.WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REQUIRED AND INACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE OR MORE OF NEW IMPERVIOUS SURFACE)?IF YES, DESCRIBE:5.IF INFILTRATION/FILTRATION SYSTEMS ARE BEING CONSTRUCTED, ARE THEY MARKED AND PROTECTED FROMCOMPACTION AND SEDIMENTATION?6.DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OFCORRECTIVE ACTIONS:7.PROPOSED AMENDMENTS TO THE SWPPP:8.POTENTIAL AREAS OF FUTURE CONCERN:9.ADDITIONAL COMMENTSY N N/AY N TROMGRENRCHITECTSICEDateReg. No.ReviewedCheckedDrawnDesignedNo.Revisions/SubmissionsDateR S AScaleProjectI hereby certify that this plan,specification or report was preparedby me or under my direct supervisionand that I am a duly registeredArchitect under the laws of the Stateof Minnesota.Date1340 ShingleCreek Crossing,Brooklyn Center,MN 5543022009.004/25/23711 West Lake Street#516Minneapolis, MN 55408612-827-7802612-827-7802 Faxjeff@ricestromgren.com© Rice-Stromgren ArchitectsUpdatedPK SALTCONSTRUCTIONNorth Drive-thru Entry sign Clearance Bar Preview Menu Board Menu Board Drive-thru Canopy Drive-thru exit sign Monument sign Drive-thru detection loop Drive-thru detection loop Drive-thru detection loop Bike racks - U shaped Planter wall Fence w/ gate 6" bollard 6" bollard Light pole Light pole Light pole Light pole Dumpster enclosure NOPARKINGXerxes Avenue NorthShi n g l e C r e e k C r o s s i n g 10 20 50 100 0 0.25 0.5 1 2 5 5 0.25 0.5 1 2 5 5 0.25 0.51 2 5 5 0.25 0.5 1 2 5 5 SA Manufacturer: LSI Site Area Light LED MRM-LED-24L-SIL-FT-50-70CRI- Single-18' MH, 176 watts RL LED Manufacturer: Torchstar Rope Lighting 100 feet, neon rope light, white. Refer to elevations for locations. SA SA SA SA F Manufacturer: Tech Lighting 700DWAST14Z-LED930, 14 watt. Refer to elevations for locations. Exterior Wall Sconce, Bronze LED F F RL RL Light fixtures 1" = 20' 1 Photometric Site Plan 1.2 Photometric Site PlanA 1.21" = 20' TROMGRENRCHITECTSICEDateReg. No.ReviewedCheckedDrawnDesignedNo.Revisions/SubmissionsDateR S AScaleProjectI hereby certify that this plan,specification or report was preparedby me or under my direct supervisionand that I am a duly registeredArchitect under the laws of the Stateof Minnesota.Date1340 ShingleCreek Crossing,Brooklyn Center,MN 5543022009.004/25/23711 West Lake Street#516Minneapolis, MN 55408612-827-7802612-827-7802 Faxjeff@ricestromgren.com© Rice-Stromgren ArchitectsUpdatedPK SALTCONSTRUCTION S outh Elevation Top of Parapet 121' 0" Top of Parapet 123' 0" Top of Parapet 125' 0" East Elevation Top of Parapet 121' 0" Top of Parapet 123' 0" Top of Parapet 125' 0" North Elevation West Elevation Top of Parapet 121' 0" Top of Parapet 123' 0" Top of Parapet 125' 0" Stucco ECT-1 Porcelain Tile PP-1 ACM Panels STC-1 Knockout Orange STC-2 Fairfax Brown STC-3 High Strung STC-4 Malabar Stucco Stucco Stucco Aluminum 6'-0"9'-2"3'-0"2'-6" Monument S ign Directional S ign DRIVE THRU DRIVE-THRU Exterior Elevations1/4" = 1'-0" TROMGRENRCHITECTSICEDateReg. No.ReviewedCheckedDrawnDesignedNo.Revisions/SubmissionsDateR S AScaleProjectI hereby certify that this plan,specification or report was preparedby me or under my direct supervisionand that I am a duly registeredArchitect under the laws of the Stateof Minnesota.Date1340 ShingleCreek Crossing,Brooklyn Center,MN 5543022009.004/11/23711 West Lake Street#516Minneapolis, MN 55408612-827-7802612-827-7802 Faxjeff@ricestromgren.com© Rice-Stromgren ArchitectsUpdatedPK SALTCONSTRUCTIONOrder Dining Area Vestibule Women Men Drive-Thru Service Kitchen Storage Mech./ Elec. Cooler/ Freezer Dish Stor. Corridor Manager's Desk Stor. G Patio 1 Floor Plan 1/4" = 1'-0"2.1 Plan North Floor PlanA 2.11/4" = 1'-0" Exhibit B Member Lin Myszkowski introduced the following resolution and moved its adoption: RESOLUTION NO. 2014-75 RESOLUTION REGARDING THE DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2014-006 SUBMITTED BY GATLIN DEVELOPMENT COMPANY FOR A PLANNED UNIT DEVELOPMENT AMENDMENT (No. 6) TO THE 2011 SHINGLE CREEK CROSSING PLANNED UNIT DEVELOPMENT WHEREAS, the City Council of Brooklyn Center adopted Resolution No. 2011- 85, dated June 13, 2011, which is considered the first amendment to the previously approved 1999 Brookdale Mall Planned Unit Development, whereby this amendment approved the establishment of the new Shingle Creek Crossing Planned Unit Development, and which included an approved Development/Master Plan and certain allowances and development standards that would govern over the PUD; and WHEREAS, the City Council subsequently adopted City Resolution No. 2011- 127, dated September 12, 2011, which approved the first amendment to the original Shingle Creek Crossing Planned Unit Development, and which included an updated Development/Master Plan and provided additional allowances and development standards; and WHEREAS, the City Council subsequently adopted City Resolution No. 2012 106, dated August 13,2012,which approved the second amendment to the Shingle Creek Crossing Planned Unit Development, and which included an updated Development/Master Plan and provided additional allowances and development standards; and WHEREAS, the City Council subsequently adopted City Resolution No. 20.12- 129, dated September 24, 2012, which approved the third amendment to the Shingle Creek Crossing Planned Unit Development, and which included an updated Development/Master Plan and provided additional allowances and development standards; and WHEREAS, the City Council subsequently adopted City Resolution No. 2013- 124,dated October 14,2013,which approved the fourth amendment to the Shingle Creek Crossing Planned Unit Development, and which included an updated Development/Master Plan and provided additional allowances and development standards; and WHEREAS, the City Council subsequently adopted City Resolution No. 2013- 72, dated July 8, 2013, which approved the fifth amendment to the Shingle Creek Crossing Planned Unit Development, and which included an updated Development/Master Plan and provided additional allowances and development standards; and Exhibit C RESOLUTION NO. 2014-75 WHEREAS, Gatlin Development Company submitted Planning Application No. 2014-006, which is considered the sixth amendment to the Shingle Creek Crossing Planned Unit Development, by allowing certain changes to the approved 2011 Shingle Creek Crossing Planned Unit Development; and WHEREAS, the proposal comprehends additional adjustments not approved under the 2011 Shingle Creek Crossing Planned Unit Development and the related 2011 PUD Agreement, specifically the proposed amendments to be comprehended under this application includes four components as described below, and illustrated in the Shingle Creek Crossing Master Plan(dated May 2014) and the PUD Amendment No. 6 Conceptual Plans (dated May 19, 2014): Component No. 1: approval of the revised layout of Bldgs. 9 and 10 within the former Brookdale Mall Food Court replacement plans, and allowing the building sizes to be revised to 8,352 sq. ft. and 10,800 sq. ft., respectively, and provide a set-time deferral to the Developer in installing a temporary physical screen for the loading dock areas behind said buildings; Component No. 2: approval of the revised layout of Buildings R, a new 5,400 sq. ft. restaurant pad site; and Building T, a new 5,500 sq. ft. restaurant pad site; Component No. 3: approval of the revised size and layout of Building B from 8,500 sq. ft. to 6,673 sq. ft.; and allowing a new (and yet to be determined)drive- thru service lane for a proposed end-cap user; Component No. 4: approval of the replatting of land surrounding the Food Court area, which is identified under separate Preliminary Plat and proposed Final Plat of Shingle Creek Crossing 5h Addition; and WHEREAS, the Planning Commission held a duly called public hearing on May 29, 2014, whereby a staff report and public testimony regarding the Planned Unit Development Amendments were received and considered by the Planning Commission; the Planning Commission considered the Planned Unit Development Amendment request in light of all testimony received, including the guidelines for evaluating such amendments as contained in Section 35-355 of the City's Zoning Ordinance and the City's Comprehensive Plan; and WHEREAS, the Planning Advisory Commission of the City of Brooklyn Center did determine that Planning Application No. 2014-006, submitted by Gatlin Development Company,may be approved based upon the following considerations: RESOLUTION NO. 2014-75 a) The the revised layout of Bldgs. 9 and 10, along with the revised size of Bldg. 9 to 13,332 sq. ft. and Bldg. 10 reduced to 6,000 sq. ft., can all be considered a reasonable request made under this PUD Amendment application; and said changes do not negatively affect the overall redevelopment plans of the Food Court redevelopment area; and b) the revised layouts of Buildings R and T,proposed as a new restaurant pad site and multi-tenant/restaurant pad site (respectively) appear to be a more reasonable and acceptable layout than illustrated in PUD Amendment No. 4, as this eliminates the planned drive-thru for Bldg. T; and the new building locations increase the walkability and lends support to the active living principles adopted by the City; and C) the revised size and layout of Bldg. B from 8,500 sq. ft. to 6,673 sq. ft.; and the new drive-thru service lane for a proposed end-cap user, can be considered a reasonable and supportable improvement on this pad site, contingent upon the full acceptance by city staff of the new drive-thru service lane; and d) the new buildings will promote and enhance the general welfare and continued success of this PUD, as it maintains and keeps the redevelopment of this site active and ongoing; and reflects a reasonable need or benefit to the PUD Site as requested by the Developer; and e) the replatting of the lots comprehended under Shingle Creek Crossing 5 I Addition, and as noted on these updated PUD Plans appear to be a reasonable realignment of lot boundaries and building pad sites. AND WHEREAS, the Planning Advisory Commission of the City of Brooklyn Center did determine that Planning Application No. 2014-006, submitted by Gatlin Development Company, may be approved based on the belief that the guidelines for evaluating Planned Unit Development Amendment as contained in Section 35-355 of the City's Zoning Ordinance are met and the proposal is,therefore, in the best interest of the community. AND WHEREAS, upon full review and consideration of this item, the Planning Advisory Commission of the City of Brooklyn Center did adopt Planning Commission Resolution No. 2014-06, which provides a favorable and unanimous recommendation of approval to the City Council that Planning Application No. 2014-006 may be approved subject to certain conditions. RESOLUTION NO. 2014-75 NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center, Minnesota, that Planning Application No. 2014-006 submitted by Gatlin Development Company, requesting approval of a sixth amendment to the Shingle Creek Crossing Planned Unit Development, is approved subject to the following conditions: 1.Staff requests the Developer work with the City to avoid future gerrymandering"or unique and unusual lot configurations. 2. Unless amended otherwise or under separate agreement, all existing provisions, standards and variations provided under the 2011 Shingle Creek Crossing PUD and its subsequent amendments, shall remain in effect for the entire Shingle Creek Crossing PUD. 3. Any future PUD amendment or application requests will require the submittal and adoption(acceptance) of an updated master plan,which plan shall govern the planned and future redevelopment areas of this site. June 9, 2014 Lam/ Date Mayor ATTEST:x9m ity Clerk The motion for the adoption of the foregoing resolution was duly seconded by member Kris Lawrence-Anderson and upon vote being taken thereon,the following voted in favor thereof: Tim Willson, Carol Kleven, Kris Lawrence-Anderson, Lin Myszkowski, and Dan Ryan; and the following voted against the same: none; whereupon said resolution was declared duly passed and adopted. Member Carol Kleven introduced the following resolution and moved its adoption: RESOLUTION NO. 2014-76 RESOLUTION REGARDING THE DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2014-007 SUBMITTED BY GATLIN DEVELOPMENT COMPANY, REQUESTING THE APPROVAL OF AN AMENDMENT TO THE APPROVED SITE AND BUILDING PLAN TO ALLOW THE RECONFIGURATION OF PROPOSED BUILDINGS 9 AND 10 WITHIN THE BROOKDALE MALL FOOD COURT RECONSTRUCTION AREA AND WHICH IS PART OF THE SHINGLE CREEK CROSSING PLANNED UNIT DEVELOPMENT(1300 SHINGLE CREEK CROSSING) WHEREAS, on November 25, 2013, the City Council adopted Resolution No. 2013-139,which approved Planning Application No. 2013-020, submitted by Gatlin Development Company, of a new comprehensive Site and Building Plan for the redevelopment of the former Brookdale Mall's Food Court area, and which is part of the Shingle Creek Crossing Planned Unit Development, and is located at 1300 Shingle Creek Crossing,and; WHEREAS, Planning Commission Application No. 2014-007, also submitted by Gatlin Development Company, is requesting approval of an Amendment to this previously approved Site and Building Plan of the former Brookdale Mall's Food Court area, which includes the reconfiguration of Buildings 9 and 10 in said plans; and WHEREAS, the Planning Commission held a public meeting on May 29, 2014, to fully consider Planning Commission Application No. 2014-007, and reviewed and received a planning report on the proposed new Site and Building Plans for the reconfiguration and layout of new Buildings 9 and 10, all in conjunction with the Shingle Creek Crossing Planned Unit Development Project; and WHEREAS, in light of all testimony received, and utilizing the guidelines and standards for evaluating site and building plans, as contained in Section 35-230 (Plan Approval) of the City's Zoning Ordinance, along with consideration of the goals and objectives of the City's Comprehensive Plan,the Planning Commission considers this site and building plan an appropriate and reasonable development of the subject property; and WHEREAS, the Planning Commission fmds that the site and building plans are consistent with the General Development Plans of the overall Shingle Creek Crossing Planned Unit Development; and that the Site and Building Plans for Buildings 9 and 10, as comprehended under the Planning Application No. 2014-007, may be approved based upon the following considerations: A. The Site and Building Plan is compatible with the standards,purposes and intent of the City's Zoning Ordinance; RESOLUTION NO. 2014-76 B. The Site and Building Plan, in relation to the Planned Unit Development proposed on the Subject Site, will facilitate the redevelopment and improvement of this site,will allow for the utilization of the land in question in a manner which is compatible with, complimentary to and of comparable intensity to adjacent land uses as well as those permitted on surrounding land; C. The improvements and utilization of the property as proposed under the planned redevelopment of this site is considered a reasonable use of the property and will conform with ordinance standards; D. The Site and Building Plan proposal is considered consistent with the recommendations of the City's Comprehensive Plan for this area of the city; E. The Site and Building Plan proposal appears to be a good long range use of the existing land and this proposed development can be considered an asset to the community; and F. Based upon the above considerations, it is believed that the guidelines for evaluating and approving a Site and Building Plan as contained in Section 35-230 (Plan Approval) of the City's Zoning Ordinance are met and the site proposal is,therefore, in the best interest of the community. AND WHEREAS, the Planning Commission did adopt Planning Commission Resolution No. 2014-07, which provides a favorable and unanimous recommendation to the City Council that the Amendment to the Site and Building Plan allowing the reconfiguration of future Buildings 9 and 10, and which changes were officially submitted under Planning Application No. 2014-007, and said plans are made part of the planned redevelopment and reconstruction of the former Brookdale Mall's Food Court area,may be approved with certain conditions. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center, Minnesota, that Planning Commission Application No. 2014-007, submitted by Gatlin Development Company, requesting approval of an Amendment to the Site and Building Plan,allowing the reconfiguration of future Buildings 9 and 10, and which changes were officially submitted under Planning Application No. 2014-007, with said plans being part of the planned redevelopment and reconstruction of the former Brookdale Mall's Food Court area and is made part of the Shingle Creek Crossing Planned Unit Development Project, is hereby approved, subject to the following conditions: 1.Developer agrees to comply with all conditions or provisions noted in the City Engineer's Review memo,dated May 22,2014. RESOLUTION NO.-2014-7 6 2. Developer is allowed to forgo the installation of the landscape berm as a temporary screening measure approved under the previous Planned Unit rear walls to BuildingDevelopmentAmendmentNo. 4, nor the partial (rear)g Nos. 9 and 10 as proposed. The Developer shall have until October 1, 2015 to either complete the build-out of Buildings 9 and 10, or submit a new PUD Amendment that must include an alternative screen for this loading area. 3.The two new stand-alone building sites labeled "R" and "T" respectively, which were included in the overall Site Plan Amendment plans labeled Site Improvement Plans Buildings 9, 10, R, T for Shingle Creek Crossing" and those made part of any approvals granted under separate consideration of Shingle Creek Crossing 6 Amendment, are not approved under this site plan amendment consideration. These two building are subject to separate site and building plan considerations. 4. All new buildings proposed under this new Site Plan must incorporate 4- sided architectural and the Class 1 and 2 building materials specified under the Shingle Creek Crossing PUD Agreement. 5.Final grading, drainage, utility and erosion control plans and any other site engineering elated issues are subject to review and approval by the City Engineer prior to the issuance of permits. 6. Any outside trash disposal facilities and roof top or on ground mechanical equipment shall be appropriately screened from view. The new trash enclosure with same building materials as those used to construct the principal building. 7. An underground irrigation system shall be installed in all landscaped areas to facilitate site maintenance. 8.Site Plan approval is exclusive of all final signs on this site, including new wall (building) signs, which shall remain subject to Chapter 34 of the city ordinances, and subject to the approved Signage Plan of the Shingle Creek Crossing PUD Agreements. 9.Appropriate erosion and sediment control devices shall be provided on site during construction as approved by the City's Engineering Department and applicant shall obtain an NPDES construction site erosion permit from the Minnesota Pollution Control Agency prior to disturbing the site.g YP g RESOLUTION NO. 2014-76 10. The Developer shall submit an as built survey or record drawing of the subject property, identifying all underground and above ground improvements, including but not limited to all utilities and service lines. 11. Any major changes or modifications made to this PUD Development/Site and Building Plan can only be made by an amendment to this PUD, which shall include an updated Development/Site Plan if necessary. 12. All other provisions and conditions approved under Planning Application No. 2013-020 (dated November 25, 2013) shall remain binding and in effect. 13. All other provisions, standards and variations provided under the 2011 Shingle Creek Crossing PUD and subsequent amendments to this PUD shall remain binding and in effect. 14. Developer shall work with city staff to provide an effective transitional screening for the loading areas behind Buildings 1 -8 in this area. June 9 2014 Date Mayor ATTEST 4 ity Clerk The motion for the adoption of the foregoing resolution was duly seconded by member Kris Lawrence-Anderson and upon vote being taken thereon,the following voted in favor thereof. Tim Willson, Carol Kleven, Kris Lawrence-Anderson, Lin Myszkowski, and Dan Ryan; and the following voted against the same: none; whereupon said resolution was declared duly passed and adopted. Member Kris Lawrence-Andersonintroduced the following resolution and moved its adoption: RESOLUTION NO. 2014-77 RESOLUTION REGARDING THE DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2014-008 SUBMITTED BY GATLIN DEVELOPMENT COMPANY, APPROVING THE SITE AND BUILDING PLAN FOR PROPOSED BUILDING R WITHIN THE SHINGLE CREEK CROSSING PLANNED UNIT DEVELOPMENT (FUTURE ADDRESS 1390 SHINGLE CREEK CROSSING) WHEREAS, Planning Commission Application No. 2014-008, submitted by Gatlin Development Company requesting approval of a new Site and Building`Plan for a proposed Building R, a new 5,400 sq. ft. restaurant pad site,to be addressed as 1390 Shingle Creek Crossing, and which approval is in conjunction with the ongoing improvements made under the Shingle Creek Crossing Planned Unit Development Project; and WHEREAS, the Planning Commission held a public meeting on May 29, 2014, to fully consider Planning Commission Application No. 2014-008, and reviewed and received a planning report on the proposed new Site and Building Plans for the proposed Building R development and other related improvements in conjunction with the Shingle Creek Crossing Planned Unit Development Project;and WHEREAS, in light of all testimony received, and utilizing the guidelines and standards for evaluating site and building plans, as contained in Section 35-230 (Plan Approval)of the City's Zoning Ordinance, along with consideration of the goals and objectives of the City's Comprehensive Plan,the Planning Commission considers this site and building plan an appropriate and reasonable development of the subject property; and WHEREAS, the Planning Commission found the Site and Building plans for this Building R to be 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 R, as comprehended under Planning Application No. 2014-008, may be approved based upon the following considerations: A. The Site and Building Plan is compatible with the standards,purposes and intent of the City's Zoning Ordinance; B. The Site and Building Plan, in relation to the Planned Unit Development proposed on the Subject Site,will facilitate the redevelopment and improvement of this site, will allow for the utilization of the land in question in a manner which is compatible with, complimentary to and of comparable intensity to adjacent land uses as well as those permitted on surrounding land; RESOLUTION NO. 2014-77 C. The improvements and utilization of the property as proposed under the planned redevelopment of this site is considered a reasonable use of the property and will conform with ordinance standards; D. The Site and Building Plan proposal is considered consistent with the recommendations of the City's Comprehensive Plan for this area of the city; E. The Site and Building Plan proposal appears to be a good long range use of the existing land and this proposed development can be considered an asset to the community; and F. Based upon the above considerations, it is believed that the guidelines for evaluating and approving a Site and Building Plan as contained in Section 35-230 (Plan Approval)of the City's Zoning Ordinance are met and the site proposal is,therefore, in the best interest of the community. AND WHEREAS, the Planning Commission did adopt Planning Commission Resolution No. 2014-08, which provides a favorable.and unanimous recommendation to the City Council that the Site and Building Plan of the Proposed Building R of the Shingle Creek Crossing Planned Unit Development, as comprehended under Planning Application No. 2014-008, may be approved with certain conditions. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center, Minnesota, that Planning Commission Application No. 2014-008, submitted by Gatlin Development Company,requesting approval of a Site and Building Plan for a proposed Building R, anew 5,400 sq. ft. restaurant pad site,to be addressed as 1390 Shingle Creek Crossing, and which approval is in conjunction with the ongoing improvements made under the Shingle Creek Crossing Planned Unit Development Project, is hereby approved, subject to the following conditions: 1.Developer/Applicant agrees to comply with all conditions or provisions noted in the City Engineer's Review memo, dated May 22, 2014. 2.The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. 3. Final grading, drainage, utility and erosion control plans and any other site engineering elated issues are subject to review and approval by the City Engineer prior to the issuance of permits. RESOLUTION NO. 2014-77 4. Any outside trash disposal facilities and roof top or on-ground mechanical equipment shall be appropriately screened,from view. Screening measures shall also include approved architectural screens or devices for the outer electric meters, gas meters, and water meters(as necessary). 5. An underground irrigation system shall be installed in all landscaped areas to facilitate site maintenance. 6.Site Plan approval is exclusive of all final signs on this site, including new wall (building) signs, which shall remain subject to Chapter 34 of the city ordinances, and subject to the approved Signage Plan of the Shingle Creek Crossing PUD Agreements. 7.Appropriate erosion and sediment control devices shall be provided on site during construction as approved by the City's Engineering Department and applicant shall obtain an NPDES construction site erosion permit from the Minnesota Pollution Control Agency prior to disturbing the site. 8. Any major changes or modifications made to this PUD Development/Site and Building Plan can only be made by an amendment to this PUD, which shall include an updated Development/Site Plan if necessary. 9.The Developer shall submit an as built survey of the property, improvements, and utility service lines prior to release of the performance guarantee. 10. All other provisions, standards, and variations provided under the 2011 Shingle Creek Crossing PUD shall remain in effect. June 9 2014 Date Mayor ATTEST: ity Clerk The motion for the adoption of the foregoing resolution was duly seconded by member Dan Ryan and upon vote being taken thereon,the following voted in favor thereof: Tim Willson, Carol Kleven, Kris Lawrence-Anderson, Lin Myszkowski, and Dan Ryan; and the following voted against the same: none; whereupon said resolution was declared duly passed and adopted. M E M O R A N D U M DATE: April 26, 2023 TO: Ginny McIntosh, City Planner/Zoning Administrator FROM: James Soltis, Assistant City Engineer SUBJECT: Public Works – Preliminary Site Plan Review 1340 Shingle Creek – Pollo Campero Public Works staff reviewed the following documents submitted for review for the proposed 1340 Shingle Creek development known as Pollo Campero. Plans (2023-04-18 - Amended City Submittal) Stormwater Report (2023-04-18 - Stormwater Management Report) Subject to final staff Site Plan approval, the referenced plans must be revised in accordance with the following comments/revisions and approved prior to issuance of any permits. Plan Items C1.0 – Removals Plan 1.Existing city fiber (noted as “–-F-—F—" on plan) runs near the proposed water service connection. Identify the fiber on plan and note for the contractor to pothole and locate the line prior to construction of water service. C2.0 – Site Plan 2.Verify the proposed trash enclosure gate door will not obstruct the existing parking space to the northwest of the enclosure. 3.Verify the transformer pad clearance distance from north side doorway. C5.0 – Utility Plan 4.Denote all utilities including underground system as private. 5.City Fiber (noted as –-F-—F— on plan) runs near water service connection location. Identify fiber on plan and note for contractor to pothole and locate line prior to construction of water service. 6.There is a symbol that may indicate a light fixture that is located over the proposed sewer service line. Identify the symbol and relocate if necessary. 7.Identify how the building roof stormwater will discharge. Indicate storm sewer connection location and/or locations of downspouts as necessary. 8.Provide profiles for the proposed underground detention system that show proper pipe cover is being met. 9.Review and label riser locations on plan. These typically can’t be in corners. 10.Match pipe and underground system inverts between plan and SMR. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Exhibit D C5.0 – Civil Details 11. Identify the concrete section for the trash enclosure pad. 12. Identify the concrete section for pedestrian ramps. 13. Replace Gate Valve Box detail with city standard detail 102. 14. Include city standard detail 103. C5.1 – Civil Details 15. Provide site specific Jellyfish detail from Contech. 16. Revise detail 2 - Typ. Section to indicate the pavement section and minimum cover over system. 17. Provide CMP pipe thickness, loading, spacing and minimum cover recommendations from the manufacturer. L1.0 – Landscape Plan 18. Irrigation system as-built must be provided to the city upon completion of work. SW1.3 – SWPPP Attachments 19. Revise SWPPP language to indicated permanent stormwater management is a requirement. SW1.4 – SWPPP Attachments 20. Review and complete missing SWPPP information including Cumulative Impervious Surface, Dates of Construction, ect. Stormwater Management Report 21. Include a storm sewer tabulation that indicates pipe size and slope is sufficient to meet a minimum 3 feet per second flow rates. 22. Provide MIDS Calculation results. 23. As the construction disturbs more than 50% of the site, Per table 2.1. of the Shingle Creek and West Mississippi Watershed Management Commissions Rules and Standards the site must meet Commission rate, quality, and volume requirements for the entire site. The proposed stormwater system does not appear to meet this requirement. 24. Match pipe and underground system inverts between plan and SMR. 25. Identify the overflow spillway to convey a 100-year critical storm event. 26. An outlet skimmer must be provided to prevent migration of floatables and oils for at least the two- year storm event. Baffled weirs and wooden skimmers are not allowed. General Items 27. The total disturbed area exceeds one acre, an NPDES permit is required. The total disturbed area is less than five acres; the City of Brooklyn Center has reviewed the plans per the Shingle Creek Watershed Commission rules. From a preliminary review additional information and revisions to the storm water design are necessary prior to approval. 28. The applicant shall be responsible for coordinating site development plans with all private utility companies (Xcel Energy, CenterPoint Energy, Qwest Communications, Comcast, etc. ) You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Agreements 29. During construction of the site improvements, and until the permanent turf and plantings are established, the developer will be required to reimburse the City for the administration and engineering insp ection efforts. Please submit a deposit of $5,000 that the City can draw upon on a monthly basis. 30. A Construction Management Plan and Agreement is required that addresses general construction activities and management provisions, traffic control provisions, emergency management provisions, storm water pollution prevention plan provisions, tree protection provisions, general public welfare and safety provisions, definition of responsibility provisions, temporary parking provisions, overall site condition provisions and non-compliance provisions. A $5,000 deposit will be required as part of the non-compliance provision. 31. An overall Easement Agreement is required that will provide the City perpetual accessibility to all private utilities and storm drainage areas to inspect and enforce proper utility service and maintenance for the entire site. This easement agreement also includes private inspection, maintenance, and reporting responsibilities. Easements to provide utility service to the development should be dedicated as necessary. 32. Upon project completion, the applicant must submit an as-built survey of the property, improvements and utility service lines and structures, and provide certified record drawings for any associated private and/or public improvements prior to issuance of the certificate of occupancy. The survey must also verify that all property corners have been established and are in place at the completion of the project as determined and directed by the City Engineer. 33. Inspection for the private site improvements must be performed by the developer’s design/project engineer. Upon project completion, the design/project engineer must formally certify through a letter that the project was built in conformance with the approved plans and under the design/project engineer’s immediate and direct supervision. The engineer must be certified in the State of Minnesota and must certify all required as-built drawings (which are separate from the as-built survey). Anticipated Permitting 34. A City of Brooklyn Center land disturbance permit is required. 35. A Water and Sewer Permit is required. 36. DLI permit is required. 37. A Minnesota Pollution Control Agency NPDES storm water construction permit is required. 38. Other permits not listed herein may be required. It is the Responsibility of the applicant to obtain such permits as warranted. Prior to Issuance of Land Alteration. 39. Copies of all required permits must be provided to the City. 40. Final construction plans and specification must be submitted and approved by the City Engineer. The final construction plans must be certified by a licensed engineer in the state of Minnesota. 41. The Construction Management Plan and Agreement has been executed and the associated separate cash escrow has been deposited with the City. 42. A preconstruction conference is scheduled and held with City staff and other entities designated by the City. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) All aforementioned items, comments and recommendations are provided based on the information submitted by the applicant at the time of this review. Subsequent approval of the final plan may require additional modifications based on engineering requirements associated with final design as established by the City Engineer and other public officials having jurisdiction over approval of the final site plans You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)