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HomeMy WebLinkAbout2016-09-06 P&ZCH COLUMBIA HEIGHTS Planning and Zoning Commission Meeting September 6th, 2016 7:00pm Columbia Heights City Hall 590 40th Avenue NE Columbia Heights, MN 55421 1. Call to Order and Roll Call. a. Approval of July 5th 2016, Planning and Zoning Commission Meeting Minutes 2. Public Hearings a. Case # 2016 -0901, Site Plan Approval 4300 Central Avenue NE. John Brehm, Hy -Vee b. Case # 2016 -0902, Preliminary Plat with Waiver to City Code Section 9.115 4400 Stinson Blvd. NE. Thomas Brama, Property Owner 3. Other Business 4. Adjourn Qmll� MINUTES OF PLANNING AND ZONING COMMISSION JULY 5, 2016 7:00 PM The meeting was called to order at 7:00 pm by Chair Szurek. Commission Members present- Buesgens, Fiorendino, Schill, Hoium, and Szurek Also present were Elizabeth Holmbeck (Planner), and Shelley Hanson (Secretary) along with Council Liaison, John Murzyn. Holmbeck told commission members that Adam Schill has been appointed to serve on the Commission, and he was sworn into his position at this meeting. Motion by Fiorendino, seconded by Hoium , to approve the minutes from the meeting of April 6, 2016. All ayes. MOTIONPASSED. PUBLIC HEARINGS CASE NUMBER: 2016 -0701 APPLICANT: Kim Blattner, Produce Plus Inc. LOCATION: 4001 Central Avenue REQUEST: Interim Use Permit Holmbeck explained that Kim Blattner on behalf of Produce Plus Inc. has requested an Interim Use Permit to allow temporary produce sales at the property located at 4001 Central Avenue NE. Produce Plus Inc. has operated produce stands in Iowa, Minnesota and Wisconsin for the last 22 years. If the application is approved, this will be their first produce stand in Columbia Heights. The proposed produce stand will sell mainly sweet corn, but plans to sell other summer produce as it becomes available such as melons, tomatoes, onions, potatoes, and cucumbers. The stand will operate mid -July through Labor Day from as early as 8:00 am through the afternoon until 6:00 pm daily. The stand consists of a pick -up truck and a 10' X 10' canopy tent over the back of the truck. The specific development standards for outdoor agricultural/produce sales are found in Section 9.107 (C) (32) of the City's Zoning Code. These standards will be added as conditions of approval to the permit. A narrative and site plan detailing the applicant's request is attached for review. ZONING ORDINANCE The property located at 4001 Central Avenue NE. is located in the Central Business Zoning District. Outdoor agricultural/produce sales are specifically listed as an Interim Use in this Zoning District. COMPREHENSIVE PLAN The Comprehensive Plan guides this area for commercial uses. Allowing temporary produce sales is consistent with the intent of the Comprehensive Plan. P & Z Minutes Page 2 July 5, 2016 DESIGN GUIDELINES The subject property is located in the Design Guidelines Overlay District; however, due to the nature of the request, and that fact that it does not involve new construction or remodeling, the guidelines would not apply, as this is a temporary use of the property. SITE PLAN The applicant has submitted a site plan indicating the location of the proposed produce stand. There are two possible locations proposed. FINDINGS OF FACT (a) The use is one of the interim uses listed for the zoning district in which the property is located, or is a substantially similar use, as determined by the Zoning Administrator. Outdoor agricultural /produce sales are specifically listed as an Interim Use in the Central Business Zoning District, and are considered retail sales, which are permitted. (b) The use is in harmony with the general purpose and intent of the Comprehensive Plan. The Comprehensive Plan designates the property for commercial use, including retail sales. The proposed produce stand request is consistent with the intent of the City's Comprehensive Plan. (c) The use will not impose hazards or disturbing influences on neighboring properties. The proposed temporary use should not have any detrimental impact on neighboring properties because of its proximity to Central Avenue, and because it is shielded from adjacent residential uses. (d) The use will not substantially diminish the use of property in the immediate vicinity. This is correct. (e) The use will be designed, constructed, operated and maintained in a manner that is compatible with the appearance of the existing or intended character of the surrounding area. Being that the character of the surrounding area is commercial; the proposed produce stand should not negatively impact the existing character of the surrounding area. (f) Adequate measures have been or will be taken to minimize traffic congestion on the public streets and to provide for appropriate on -site circulation of traffic. The traffic generated by the produce stand is not anticipated to significantly increase traffic on the surrounding public streets. Additionally, the site is large enough to accommodate the additional on -site traffic. (g) The use will not cause a negative cumulative effect, when considered in conjunction with the cumulative effect of other uses in the immediate vicinity. The produce stand should not have a negative impact on other uses in the immediate vicinity, which are zoned for commercial uses. Staff recommends approval of the proposed Interim Use Permit for the property located at 4001 Central Avenue NE. P & Z Minutes Page 3 July 5, 2016 Questions from members: Fiorendino asked if they can operate in either location in the parking lot. Holmbeck stated that they can, unless the Commission members want to limit it to one specific location I the lot. Members were satisfied with either location. Hoium asked if they would pack up every night. Holmbeck said they would pack up every night and that the hours submitted were the maximum number of hours they would be on site. Dustin Rosemark , a representative of Produce Plus, was at the meeting to answer questions. He asked for clarification of the signage that would be permitted. He explained to members that they usually use 8 x 4 plywood sandwich board signs that are hand painted. Holmbeck told him that would be allowed in the parking lot next to the truck as long as it is on private property. Any sandwich board signs that go on the public sidewalks are limited to 5 sf in size so as not to obstruct pedestrian traffic. Public Hearing Opened. No one else was present to speak on this matter. Public Hearing Closed. Motion by Fiorendino, seconded by Buesgens, to waive the reading of Resolution No. 2016 -PZ03, there being ample copies available to the public. All ayes. MOTIONPASSED. Motion by Fiorendino, seconded by Buesgens, to adopt Resolution No. 2016 —PZ03, being a resolution approving an Interim Use Permit for outdoor /agriculturalproduce sales, subject to the following conditions. (a) The outdoor agricultural /produce sales lot shall be accessory to a commercial use. (b) Outdoor agricultural /produce sales located within the public right -of -way are prohibited. (c) All goods shall be displayed in a designated area that is hard surfaced. (d) All goods shall be displayed in an orderly fashion, with access aisles provided as needed. (e) Music or amplified sounds shall not be audible from adjacent residential properties. (t) The outdoor agricultural /produce sales lot shall not reduce the amount of off - street parking provided one- site below the level required for the principal use. (g) An appropriate transition area between the use and adjacent property shall be provided by landscaping, screening or other site improvements consistent with the character of the neighborhood. (h) Signage shall be limited to two professionally made signs per structure, not exceeding 32 square feet per sign. (i) Outdoor agricultural /produce sales facilities maybe allowed for a maximum of 90 days per calendar year. All ayes. MOTIONPASSED. P & Z Minutes Page 4 July 5, 2016 RESOLUTION NO.2016 -PZ03 RESOLUTION APPROVING AN INTERIM USE PERMIT FOR OUTDOOR AGRICULTURAL/PRODUCE SALES AT 4001 CENTRAL AVENUE NE. COLUMBIA HEIGHTS WHEREAS, a proposal (Case #2016 -0701) has been submitted by Produce Plus hic. to the Planning and Zoning Commission requesting approval of an Interim Use Permit from the City of Columbia Heights at the following site: ADDRESS: 4001 Central Avenue LEGAL DESCRIPTION: On file at City Hall. THE APPLICANT SEEKS THE FOLLOWING PERMIT: An Interim Use Permit for temporary outdoor agricultural/produce sales from mid -July through Labor Day 2016. WHEREAS, the Planning Commission has held a public hearing as required by the City Zoning Code on July 5`", 2016; WHEREAS, the Planning and Zoning Commission has considered the advice and recommendations of City staff regarding the effect of the proposed request upon the health, safety, and welfare of the community and its Comprehensive Plan, as well as any concerns related to compatibility of uses, traffic, property values, light, air, danger of fire, and risk to public safety in the surrounding areas; and NOW, THEREFORE, BE IT RESOLVED by the Planning and Zoning Commission of the City of Columbia Heights after reviewing the proposal, that the Planning and Zoning Commission accepts and adopts the following findings: (a) The use is one of the interim uses listed for the zoning district in which the property is located, or is a substantially similar use, as determined by the Zoning Administrator. (b) The use is in harmony with the general purpose and intent of the Comprehensive Plan. (c) The use will not impose hazards or disturbing influences on neighboring properties. (d) The use will not substantially diminish the use of property in the immediate vicinity. (e) The use will be designed, constructed, operated and maintained in a manner that is compatible with the appearance of the existing or intended character of the surrounding area. (f) Adequate measures have been or will be taken to minimize traffic congestion on the public streets and to provide for appropriate on -site circulation of traffic. (g) The use will not cause a negative cumulative effect, when considered in conjunction with the cumulative effect of other uses in the immediate vicinity. FURTHER, BE IT RESOLVED that the attached conditions, maps, and other information shall become part of this permit and approval; and in granting this permit the City and the applicant agree that this permit shall become null and void if the project has not been completed within one (1) calendar year after the approval date, subject to petition for renewal of the permit. Further, the permit is subject to certain conditions of approval that have been found to be necessary to protect the public interest and ensure compliance with the provisions of the Zoning and Development Ordinance, including: (a) The outdoor agricultural/produce sales lot shall be accessory to a commercial use. (b) Outdoor agricultural/produce sales located within the public right -of -way are prohibited. (c) All goods shall be displayed in a designated area that is hard surfaced. (d) All goods shall be displayed in an orderly fashion, with access aisles provided as needed. (e) Music or amplified sounds shall not be audible from adjacent residential properties. (f) The outdoor agricultural/produce sales lot shall not reduce the amount of off -street parking provided one -site below the level required for the principal use. (g) An appropriate transition area between the use and adjacent property shall be provided by landscaping, screening or other site improvements consistent with the character of the neighborhood. (h) Signage shall be limited to two professionally made signs per structure, not exceeding 32 square feet per sign. (i) Outdoor agricultural/produce sales facilities may be allowed for a maximum of 90 days per calendar year. P & Z Minutes Page 5 July 5, 2016 Passed this 5"' day of July, 2016. Offered by: Fiorendino Seconded by: Buesgens Roll Call: All ayes Attest. Shelley Hanson, Secretary OTHER BUSINESS Marlaine Szurek, Chair Holmbeck told members that the Auto Ordinance was approved at the end of April by the City Council. Szurek asked if the White Castle was still scheduled to be torn down this month. Holmbeck said that is her understanding and that they hope to start the construction of the new building in August. Holmbeck stated that she hasn't received any cases thus far for the August agenda. If something comes in this week the meeting would be held on Wednesday, August 3'd, due to National Night out on Tuesday. The meeting was adjourned at 7: 16 pm. Respectfully submitted, Shelley Hanson Secretary CH COLUMBIA HEIGHTS CITY OF COLUMBIA HEIGHTS PLANNING AND ZONING COMMISSION PLANNING REPORT CASE NUMBER: 2016 -0901 DATE: August 29, 2016 TO: Columbia Heights Planning and Zoning Commission APPLICANT: John Brehm, Hy -Vee DEVELOPMENT: Hy -Vee Grocery Store LOCATION: 4300 Central Avenue NE., Columbia Heights, MN 55421 REQUEST: Site Plan Review PREPARED BY: Elizabeth Holmbeck, City Planner INTRODUCTION On behalf of Hy -Vee, Inc., John Brehm has applied for Site Plan Review. The applicant is proposing to renovate the existing commercial strip center located at 4300 Central Avenue NE., Columbia Heights, MN 55421. The proposal includes renovating the interior of the existing building, and incorporating a new facade. Additionally, a number of exterior site improvements are proposed including renovation of the parking lot and landscape improvements. The applicant is proposing rebuild a portion of the west facing wall to add an additional 3,790 square feet for off - street loading purposes. The existing building is 140,281 square feet. The renovated building will be 144,071 square feet. The south facing wall will be modified to accommodate a grocery and pharmacy pick -up drive thru. A narrative provided by the applicant, is attached for your review. ZONING ORDINANCE The property located at 4300 Central Avenue NE., is located in the General Business Commercial Zoning District. The properties to the north and south are located in the Limited Business Zoning District, the R -2A, One and Two - Family Residential Zoning District, and the R- 2B, Built as Duplexes Residential Zoning District. The properties to the west are located in the R- 2A, One and Two Family Residential Zoning District and the R -26, Built as Duplexes Zoning District. The properties to the east are located in the General Business Commercial Zoning District. 4300 Central Avenue NE., Columbia Heights, MN 55421 City of Columbia Heights Planning and Zoning Commission September 6, 2016 Planning Report Page 2 COMPREHENSIVE PLAN The Comprehensive Plan guides this property for commercial uses. Renovating the vacant un- used portion of the commercial building to be re -used as a retail grocery store is consistent with the goals and intent of the comprehensive Plan. DESIGN GUIDELINES The subject property is located within the Design Guideline Overlay District, and is governed by the "Highway District" standards within the Design Guidelines. The intent of the Design Guidelines is to make the City more aesthetically appealing, by requiring a set of minimum standards for new construction along Central Avenue and 40th Avenue. The minimum standards were created by a task force of City Officials, business owners and residents, and adopted into the City Code by the City Council. In general, the proposed buildings meet the design guidelines. Signage will be addressed when the property owner or tenant applies for a Sign Permit. Signage must be consistent with Design Guidelines and with City Code. The following components are requirements of the Design Guidelines Highway District and how the applicant has attempted to meet the guidelines: • Buildings maybe setback a maximum of 85 feet from the sidewalk, in order to allow for two rows of parking and drive aisles plus landscaped frontage. The proposed building does not meet this guideline as it is located 453' feet from the property line along Central Avenue. The Design Guidelines do allow for exceptions in the cases where topography or other physical conditions would prevent parking areas from being located to the rear of the building. The developer is proposing to renovate the existing structure which is located much farther from the street and pre -dates the City's Design Guidelines. The primary facade(s) of buildings of 40 feet or more in width should be articulated into smaller increments through the techniques such as using of different textures or contrasting, but compatible, materials; dividing storefronts with separate display windows and entrances or incorporating arcades, awnings, window bays, balconies or similar ornamental features. The proposed building meets this guideline. The building is articulated into smaller increments with divided storefronts which define the different elements of the store and existing businesses. • Building height shall be a minimum of 22 feet. The proposed building meets this guideline. The building will be 26'10" at the lowest facade, and 357' at the highest facade. City of Columbia Heights Planning and Zoning Commission September 6, 2016 Planning Report Page 3 • Where commercial or office uses are found on the ground floor, at least 20 percent of the ground floor facade fronting Central Avenue and 15 percent of any two side or rear facades shall consist of window and door openings. The proposed plan meets this guideline on the front and sides of the building, however there are no windows shown on the rear side of the building. • The building should have a well- defined front facade with primary entrances facing the street. The proposed building will have a well- defined front facade, with the primary entrance facing Central Avenue. • Building colors should accent, blend with, or complement surroundings. The colors that are proposed are neutral, coincide with the company's recognizable grocery brand, and should complement the surrounding area. No more than two principal colors may be used on a facade or individual storefront. Bright or primary colors should be used only as accents, occupying a maximum of 15 percent of building facades, except when used in a mural or other public art. The proposed building will consist of two primary colors: Maison Blanche and Nantucket Dune (two shades of beige) and Rustic Red (red). The plans also show accent awnings /window coverings to be green. All buildings should be constructed of high - quality materials, including the following: Brick, Natural Stone, Stucco Precast concrete units and concrete block, provided that surfaces are molded, serrated or treated with a textured material in order to give the wall surface a three dimensional character. Jumbo brick may be used on up to 30 percent of any facade, provided that it is used only on the lower third of the building wall. The proposal meets this guideline. The building will be refaced with brick and stucco precast concrete panels. Architectural details such as ornamental cornices, arched windows and warm -toned brick with bands of contrasting color are encouraged in new construction. The proposal generally meets the intent of this guideline. Parking areas adjacent to public streets or sidewalks shall be screened with a combination of landscape material and decorative fencing or walls sufficient to screen parked cars on a year -round basis while providing adequate visibility for pedestrians. City of Columbia Heights Planning and Zoning Commission September 6, 2016 Planning Report Page 4 The proposed landscape plan includes a variety of trees (canopy, understory and evergreens) to be planted around the perimeter of the site, which meets the City's Landscaping requirements and will provide adequate screening. SITE PLAN 1. Parking The proposed plan identifies 692 parking stalls for the entire site. Staff believes this number is adequate, as it exceeds the minimum zoning requirement. For retail sales and service establishments, the Zoning Code requires 1 parking space per 300 sq. ft. of gross floor area. 2. Access The site will be primarily served by access points off Central Avenue onto 43rd and 44th Avenue NE. The property itself will be served by three entrances off 43rd Avenue NE., and three entrances off 44th Avenue NE. 3. Landscape The proposed landscaping materials are shown on the attached Landscape Plan. The applicant is proposing to plant trees and shrubs which will complement the layout of the development. A seasonal garden center is proposed to be located on the southeast corner of the site. The property currently has a Conditional Use Permit for seasonal outdoor sales. 4. Lot Dimension, Height and Setback Requirements The proposed plan meets the lot dimension, height, and setback requirements. FINDINGS OF FACT Section 9.104 (N) of the Zoning Ordinance outlines four findings of fact that must be met in order for the City to approve a Site Plan. They are as follows: a. The Site Plan conforms to all applicable requirements of this article. The applicable Zoning Code requirements are achieved. b. The Site Plan is consistent with the applicable provisions of the City's Comprehensive Plan. The Comprehensive Plan guides this area for commercial development. The proposed Site Plan for the property is consistent with the intent of the Comprehensive Plan. C. The Site Plan is consistent with any applicable area plan. There is no area plan for this parcel. City of Columbia Heights Planning and Zoning Commission September 6, 2016 Planning Report Page 5 d. The Site Plan minimizes any adverse impacts on property in the immediate vicinity and the public right -of -way. The proposed Site Plan for meets all the minimum setback requirements and general development standards outlined in the Zoning Code. Therefore, the properties in the immediate vicinity of the proposed development should not be adversely impacted. RECOMMENDATION Staff recommends approval of the proposed Site Plan for the Hy -Vee grocery store to be located at 4300 Central Avenue NE. Motion: Move to waive the reading of Resolution No. 2016 -PZ04, there being ample copies available to the public. Motion: Move to adopt Resolution No. 2016 —PZ04, being a resolution approving a Site Plan, for the proposed Hy -Vee Grocery Store, subject to the following conditions: 1. The building and site shall be meet all requirements found in the Fire Code and the Building Code. 2. Trash and /or recycling collection areas shall be enclosed on at least three sides by an opaque screening wall or fence no less than six feet in height. The open side of the enclosure shall not face any public street or the front yard of any adjacent property. 3. There shall be no deliveries, loading or unloading of goods and materials between the hours of 10:00 pm and 6:00 am. 4. All exterior lighting shall be downcast as not to adversely impact neighboring residential properties. 5. Mechanical equipment shall be placed and /or screened so as to minimize the visual impact on adjacent properties and from public streets. 6. The applicant shall meet the requirements outlined in the attached report from the Public Works Director /City Engineer, dated August 22, 2016. 7. Applicant will install a guardrail along the west property line to mitigate further damage to the City's fence surrounding Jackson Pond. 8. All City Storm Water Management requirements and Mississippi Watershed Management Organization requirements shall be achieved for this property. 9. Site and elevation plans included in this submittal, dated August 1, 2016 shall become part of this approval. 10. Any requirements outlined by the Minnesota Department of Transportation must be met ( MNDOT review pending). Any comments from MNDOT will be forwarded over to the applicant and will become part of this approval. 11. All other applicable local, state, and federal requirements shall be met at all times. ATTACHMENTS Resolution No. 2016 -PZ04 City of Columbia Heights Planning and Zoning Commission September 6, 2016 Planning Report Page 6 Location Map Application Applicant's Narrative Public Works Report Site Plans RESOLUTION NO. 2016 -PZ04 A Resolution of the Planning and Zoning Commission for the City of Columbia Heights, Minnesota, Whereas, a proposal (Case # 2016 -0901) has been submitted by John Brehm on behalf of Hy -Vee, Inc. to the Planning and Zoning Commission requesting Site Plan Approval from the City of Columbia Heights at the following site: Address: 4300 Central Avenue NE., Columbia Heights, MN 55421 Legal Description: On file at City Hall. The applicant seeks the following: Site Plan Approval for a proposed renovation of the commercial building located at 4300 Central Avenue NE. Whereas, the Planning and Zoning Commission has held a public hearing as required by the City's Zoning Code, on September 6`h, 2016. Whereas, the Planning and Zoning Commission has considered the advice and recommendations of City Staff regarding the effect of the proposed Site Plan upon the health, safety, and welfare of the community and its Comprehensive Plan, as well as any concerns related to compatibility of uses, traffic, property values, light, air, danger of fire, and risk to public safety in the surrounding areas; and Now, therefore, in accordance with the foregoing, and all Ordinances and regulations of the City of Columbia Heights, the Planning and Zoning Commission of the City of Columbia Heights makes the following: FINDINGS OF FACT 1. The site plan conforms to all applicable requirements of this article. 2. The site plan is consistent with the applicable provisions of the city's comprehensive plan. 3. The site plan is consistent with any applicable area plan. 4. The site plan minimizes any adverse impacts on property in the immediate vicinity and the public right -of -way. Further, be it resolved, that the attached conditions, maps, and other information shall become part of this approval; and in granting this approval the City and the Applicant agree that this Site Plan shall become null and void if the project has not been completed within one (1) calendar year after the approval date, subject to petition for renewal of the permit. 1. The building and site shall be meet all requirements found in the Fire Code and the Building Code. 2. Trash and /or recycling collection areas shall be enclosed on at least three sides by an opaque screening wall or fence no less than six feet in height. The open side of the enclosure shall not face any public street or the front yard of any adjacent property. 3. There shall be no deliveries, loading or unloading of goods and materials between the hours of 10:00 pm and 6:00 am. 4. All exterior lighting shall be downcast as not to adversely impact neighboring residential properties. 5. Mechanical equipment shall be placed and /or screened so as to minimize the visual impact on adjacent properties and from public streets. 6. The applicant shall meet the requirements outlined in the attached report from the Public Works Director /City Engineer, dated August 22, 2016. 7. Applicant will install a guardrail along the west property line to mitigate further damage to the City's fence surrounding Jackson Pond. 8. All City Storm Water Management requirements and Mississippi Watershed Management Organization requirements shall be achieved for this property. 9. Site and elevation plans included in this submittal, dated August 1, 2016 shall become part of this approval. 10. Any requirements outlined by the Minnesota Department of Transportation must be met ( MNDOT review pending). Any comments from MNDOT will be forwarded over to the applicant and will become part of this approval. 11. All other applicable local, state, and federal requirements shall be met at all times. 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CASE NO.: APPLICABLE ORDINANCE NO.: 9.104(M) PRESENT ZONING: PRESENT LAND USE PLAN DESIGNATION DATE RECEIVED: DATE OF LETTER OF COMPLETION: APPROVAL DATE PER STATUTE: REVIEW PERIOD EXTENDED: To be filled out by Applicant, PROPOSED NAME OF DEVELOPMENT: Columbia Heights Hy -Vee PROJECT ADDRESS /LOCATION: 4300 Central Avenue NE, Columbia Heights, MN LEGAL DESCRIPTION OF PROPERTY INVOLVED (attach separate page if necessary): See attached sheet. PRESENT USE OF PROPERTY: Vacant building/Commercial PROPOSED USE OF PROPERTY: __ _ Continued use by existing tenat ts._ Vacant space will be redeveloped into a retail grocery store. REASON FOR REQUEST (please attach a written narrative describing your proposal, the Intended use of the property, and justification for your request) APPLICANT Hy _Vee, Inc. _ _ — _ _ _ PHONE (515) 267 -2800 E -MAIL ibrehm@hy- vee.com PAGER ADDRESS 5820 Westown Parkway CITY West Des Moines FEE OWNER OF PROPERTY ADDRESS 450 Lexington Avenue, 13th Floor CITY New York STATE 1A CELL # ZIP 50265 BRE Non -Core 2 Owner B LLC., c/o Brixmor Property Group PHONE (713) 660 -4327 FAX STATE NY ZIP 10017 Page 1 of 2 THIS APPLICATION IS SUBJECT TO ACCEPTANCE BY THE CITY PLANNER AND REVIEW OF APPLICATION AND NECESSARY MATERIALS BEING SUBMITTED, ENGINEERING APPROVAL MAY ALSO BE REQUIRED AND MUST MEET ENGINEERING REQUIREMENTS SET BY THE CITY ENGINEER OR CONTAINED IN THE CITY CODE. ITEMS TO BE GIVEN TO APPLICANT 1tLf -LH APPLICATION A. Application Checklist B. Schedule of Planning and Zoning Commission Meetings ITEMS TO ACCOMPANY SITE PLAN APPLICATION A. Site Plan submittals as required in the attached application checklist, showing what is proposed for the property. APPLICATION FEES: A. $250.00 Site Plan Review Fee CITY RECEIPT NUMBER TOTAL AMOUNT RECEIVED $ DATE RECEIVED Acknowledgement: The undersigned hereby represents upon all of the penalties of law, for the purpose of inducing the City of Columbia Heights to take the action herein requested, that all statements herein are true and that all work herein mentioned will be done in accordance with the Ordinances of the City of Columbia Heights and St of Minnesota: _ 8- /-.2614 -- APP ANT ATURE John Brelun, Hy -Vee, Inc. DATE PROPERTY OWNER SIGNATURE {If different Yrom Applicant) PATE COMMUNITY DEVELOPMENT STAFF MEMBER AND TITLE � DATE Revised 2005 Approved by the Columbia Heights Planning Commission on Approved by the Columbia Heights City Council on Page 2 of 2 LEGAL DESCR/PWN Lots One (1), Two (2), Three (3), Four (4), Five (5), Six (6), Seven (7), Eight (8), Nine (9), Ten (10), Eleven (11), and Twelve (12), Block One (1), and the East 107.3 feet of Lots One (1). Two (2), firee (3), Four (4), Five (5), and Six (6), Block Two (2), All in Rearrangement of Block A; Columbia Heights Annex to Minneapolis, according to the recorded plot thereof on file to the office of the Register of Deeds in and for Anoka County, Minnesota, together with that port of vacated Jackson Street on sold plot descrtbed as follows., Commencing at a point 10 feet North of the Southeast corner of said Lot 6, Block 2,• thence North o distance of 590 feet, more or less, to the Northeast corner of said Lot 1, Block 2; thence East o distance of 30 feet, more or less, to the Northwest comer of sold Lot 12, Block 1; thence South a distance of 590 feet, more or less to a point 10 feet North of the Southwest comer of sold Lot 7, Block 1: thence West a distance of 30 feet more or less, to the point of beginning and there terminating. Torrens Property Certilicate of Title No. 126054 UqVoa, FU OVFF OWNED August 1, 2016 Elizabeth Holmbeck City Planner, City of Columbia Heights Community Development Department 590 40`h Avenue NE Columbia Heights, MN 55421 RE: Site Plan Submittal Narrative for 4300 Central Avenue NE, Columbia Heights, MN. Dear Ms. Holmbeck: Hy -Vee, Inc. is planning to redevelop the commercial property located at 4300 Central Avenue NE. The majority of the available building space on site is vacant today, with tenants Meineke, Dollar Tree, and Ace Hardware occupying the northern third of the space. Hy -Vee intends to reuse and recondition the remaining 90,946 SF of vacant space formerly occupied by Slumberland Furniture and Rainbow Foods for a retail grocery store. We plan to rebuild a portion of the west wall of the store for off street loading purposes, modify the south wall of the building for pharmacy and grocery pick up, and the east (front) facade of the building to match the design palette and style we've constructed elsewhere in the metropolitan area. Detailed drawings of these changes are not yet prepared, so we've included a materials board to help Planning and Zoning and City Council understand our design intent. We hope this will be sufficient until we can provide detailed drawings. In addition to the building modifications, we also propose to take down the retaining wall along Central Avenue and soften the edge condition between the parking lot and the road. This will remove a portion of the parking lot and replace it with a sloped green space. The majority of the pavement in the parking lot can be reconditioned with a mill and overlay and restriped. We are proposing to replace the sidewalk along the front of the building, and add landscape islands on the east side of the parking lot. We do not yet have an anticipated construction start, but we are on a tight timeline due to the seller's closing date. Please do not hesitate to contact me if you have any questions or need additional information to start the review process. We look forward to working with the City on this Droiect! _ Si lohn Brehm, ASLA LEED AP Director, Site Planning Cc: Hy -Vee, Inc. (Phil Hoey, Andrew Reich) Hy -Vee, Inc. 5820 Westown Parkway, West Des Moines, Iowa 50266 Phone: (515) 267 -2800 CITY OF COLUMBIA HEIGHTS Public Works Department TO: ELIZABETH HOLMBECK, CITY PLANNER FROM: KEVIN HANSEN PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE: August 22, 2016 SUBJECT: Hy -Vee Site Plan Review I have reviewed the prelim/final plan submittal packet dated 08/11/16, and have the following requirements/comments: • An erosion control plan is required by the City of Columbia Heights. This includes temporary erosion control BMPs including but not limited to: temporary rock entrance /exit, perimeter silt fence, storm sewer inlet filters, temporary sediment basins, erosion control mats, soil stockpile areas, and street sweeping. • Please provide the City of Columbia Heights with the site stormwater calculations. • The Mississippi Watershed Management Organization (MWMO) standards must be met for runoff. (Attached) • With new storm water filter system, Jackson Pond is a highly sensitive area. The redevelopment will require grit removal devices for parking lot runoff before entering Jackson Pond. • Restore 6" curb on west property line to reduce storm water runoff overflow into Jackson Pond. • If portions of the existing infrastructure are to be reused, the storm sewer pipes must be televised to evaluate their condition. The storm lines under the existing building are of particular concern. • City staff recommends leaving the retaining wall in place along 44h Ave. This is a concrete reinforced wall with frost depth footings. Plans are available from Engineering for review if needed. • The reconstruction of driveways must provide a 5' wide pedestrian access route (PAR) with a maximum cross slope of 2 %. • If private facilities (retaining wall, landscaping) are to be established in the MNDOT right of way (ROW) on Central Ave, a MNDOT Limited Use Permit will be required. • A protective barrier or separation treatment or will be needed at the sidewalk on Central Ave due to the elevation change proposed down to the parking lot. If you have any questions or need further information, please contact me at (763) 706 -3705. C: Lauren Letsche, Stortnwater Specialist Kathy Young, Assistant City Engineer KH:kh 3.Z2 LIMITING COSTS OFSTORMWA TER TREATMENT Initially, stormwater management practices were designed to meet conditions found in new growth areas, outside of urban core, where there were few limiting conditions to site development. However, in highly urbanized areas, where a property may have had multiple land uses and been redeveloped many times there is a great likelihood there will be factors that limit certain types of stormwater management practices on the site. Thus, when the same stormwater management practices are fitted to the urban core the costs may rise significantly due to site conditions; such as, higher land values, polluted soil conditions, inappropriate fill or placement of existing infrastructure. Therefore the NAVMO may set limits on cost of stormwater treatment any site incurs in complying with the MWMO's Standards. A limit of the stormwater costs is needed to balance the environmental and financial tradeoffs to the public and private sectors to achieve the protection and restoration of the water quality and quantity in the watershed. On occasions, the limiting conditions on urban sites may inflate the cost of site stormwater treatment to a level that exceeds what is reasonable to expect, so the MWMO will consider shifting the treatment to the next best site opportunity elsewhere in the watershed or further upstream. The opportunity lost, when this shift occurs, is the management of stormwater as close as possible to its source. Source management of stormwater is the preferred option for replicating a watershed's natural hydrologic cycle, limiting pollutant concentrations, and preventing higher downstream cleanup costs. 3.1.3. THE MWMO'S STANDARDS LANGUAGE 1. Stormwater Management Standards a. Any project creating greater than one acre of land disturbance is subject to the standards below. b. The MWMO's Standards, or higher, must be adopted by local units of government and incorporated into their stormwater ordinance or other regulatory control. c. In order to reduce regulatory complexity, a member may request the MWMO to allow stormwater rules set forth by adjacent watershed management organizations to govern development so long as they can be shown to be substantially equal to or greater than the level of protection afforded by the MWMO Standards. d. Road mill and overlay project activities need only to comply with MWMO erosion and sediment control standards. e. See the land disturbance definition for activities that shall not be considered land disturbance for the purposes of determining permanent stormwater management requirements. 2. Rate Control Runoff rates for the proposed activity shall meet the member cities and MS4's runoff rate control requirements, using the member cities' and MS4's required critical storm events (as defined by Atlas 14 Volume 8 and /or subsequent revisions). Runoff rates for the proposed activity and pre- development shall be determined using an Atlas 14 -based (nested, regional, state) rainfall distribution using NRCS - approved methodology. All area contributing to the practice shall be accounted for in the design of the rate control practice. This includes areas off site and beyond the public tight -of -way that will be contributing to the practice. 11 1, MMO Vdaiershed iYa,� ,_�ereert l'i'n 2011 2M (06 -_2 -2011 Amended Version) 3. Water Quality / Volume Control a. For nonlinear projects, without limitations, that disturb one or more acre of land, 1.1 inches of runoff from the new and fully reconstructed impervious surfaces shall be captured and retained on site. b. For linear projects on sites, without limitations, that disturb one or more acre of land, the larger of the following shall be captured and retained on site: i. 0.55 inches of runoff from the new and fully reconstructed impervious surfaces ii. 1.1 inches of runoff from the net increase in impervious area c. For projects on sites with limitations, the MWMO Design Sequence Flow Chart (Appendix Q) or a MWMO- approved alternative shall be used to identify a path to compliance through Flexible Treatment Options. i. The MWMO will develop a MOU with individual member cities and MS4's to address flexible treatment option #3 off site mitigation conditions. 4. Volume Control Guidance (recommended procedures for volume control projects) a. Infiltration volumes and facility sizes shall be calculated using the appropriate hydrologic soil group classification, ASTM Unified Soil Class Symbol, and design infiltration rate from Table B. Select the design infiltration rate from Table B based on the least permeable soil horizon within the first five feet below the bottom elevation of the proposed infiltration management practice. The information provided in Table B is intended to be used in the following manner: i. For preliminary design purposes, refer to the NRCS soil survey to identify the hydrologic soil groups found on site. This information provides a preliminary indication of the infiltration capacity of the underlying soils. ii. After volume control /infiltration practices have been located on the grading plans, perform soil borings in the exact location of the proposed practices and in the quantity as described in the Minnesota Stormwater Manual Wiki (Minnesota Pollution Control Agency, 2014) as amended. Soil borings should be logged using the USDA Soil Textural Classification System and the ASTM Unified Soil Class Symbol. iii. The combination of all the aforementioned information will allow the designer to identify the appropriate design infiltration rate. As the Minnesota Stormwater Manual States, "these infiltration rates represent the long -term infiltration capacity of a constructed infiltration practice and are not meant to exhibit the capacity of the soils in the natural state ". A permit applicant can submit field measurements and revised rates (using the correction factors provided in the Minnesota Stormwater Manual) if there is reason to believe the long -term infiltration rates will be other than the design infiltration rates provided in Table B. b. A geotechnical investigation shall be performed in the location of the proposed volume control practices to confirm or determine underlying soil types, the depth to the seasonally high groundwater table, and the depth to bedrock or other impermeable layer. c. Infiltration BMPs shall drawdown in the time specified in the Minnesota Stormwater Manual Wiki for that BMP, or less if required by another entity with jurisdiction. Drawdown time and maximum ponding depths are defined in the Minnesota Stormwater Manual Wiki. d. Infiltration stormwater management practices must be designed to include adequate pretreatment measures before discharge of runoff to the primary infiltration area, consistent with the Minnesota Stormwater Manual Wiki. e. Design and placement of infiltration stormwater management practices shall be done in accordance with the Minnesota Department of Health guidance called "Evaluating Proposed Stormwater Infiltration Projects in Vulnerable Wellhead Protection Areas." (Final version to govern) f. Specific site conditions may make infiltration difficult, undesirable, or impossible. Some of these conditions are listed in Table A. A more comprehensive list is provided in the MWMO Design Sequence Flow Chart in Appendix Q. 12 IviW:10 WH[ tzz ,ed Va, a"_etit,-N Plan 2 ±)J1 -202= iGb- 1 &2uly Aige�-dcd Versio•i) Table A: Site Conditions Considered Undesirable for Infiltration Stormwater Management Practices Type Specific Site Conditions Submittal Requirements Potential Potential Stormwater Hotspots (PSHs) PSH locations and flow paths, Remediation Contamination Alternatives Considered Physical Limitations Contaminated Soils State Permitted Brownfield Documentation, Soil Borings, Remediation Alternatives Considered, Site design alternatives considered Low Permeability (Type D Soils) Soil Borings High Permeability (soils infiltrating Soil Borings greater than 8.3 inches /hour) Bedrock within 5 vertical feet of bottom Soil Borings of infiltration area Potential Adverse Hydrologic Impacts Documentation of Potential Adverse Hydrologic (e.g., impacting perched wetland) Impacts Seasonal High Groundwater within 5 Soil Borings vertical feet of bottom of infiltration area Karst Areas Steep Slopes Land Use Utility Locations Limitations Zoning or Land Use Limitations (Parking, Density, Setbacks, etc.) Soil Borings Steep Slope Determination Site Map, Alternatives considered Alternatives considered, Documentation of Infeasibility Adjacent Wells within 200 feet or inside Well Locations or DWSMA Wellhead Protection Area or Drinking Water Supply Management Areas (DWSMA) Building Foundation Ten (10) feet Soum. Modified from dlinnerota Pollution Coutrol Ageng MinimalImpaet Dengn Standard+ Design Sequence Flow Chart, Deamber S, 2013 Note: the most recent version of the Minnesota Stomwater Manual should be used; Table A is provided as optional guidance to the cities 13 MWM0 Vvi'l e rsP.ad;Aa a a�emeni Plan 20112021 (GS- 72 - ?09 ; Airiered Vers,ec; Table B. Design Infiltration Rates Hydrologic Soil Textures' Soil Group A Gravel, sandy gravel, silty gravel Sand, loamy sand, sandy loam B Loam, silt loam C Sandy clay loam D Clay, clay loam, silty clay loam, sandy clay, silty clay ASTM Unified Soil Rate Class Symbols GW, GP, GM, SW 1.63 in /hr SP 0.80in /hr SM 0.45 in /hr MH 0.30 in /hr ML 0.20 in /hr CL, CH, OH, OL, GC, 0.06 in /hr SC Source. Afinnesota Sta mwaterAlanaal R'ikr'. Oaober 1014 Note: Design infiltration rates from the most recent version of the Minnesota Stormwater Manual should be used 1 Adapted from the U.S. Department of Agriculture, Natural Resources Conservation Services, 2005. National Soil Survey Handbook, title 430AT 5. Maintenance a. Practices must continue to perform as approved. Owners must follow an inspection and maintenance schedule that has been approved by the permitting entity and correct any post - construction performance issues that arise. b. All stormwater management structures and facilities, including volume reduction stormwater management practices, shall be maintained to assure that the structures and facilities function as originally designed. The maintenance responsibilities must be assumed by either the municipality's acceptance of the required easements dedicated to stormwater management purposes, or by the applicant executing and recording a maintenance agreement, or by another enforceable means acceptable to the LGU. If used, the recordable executed agreement must be submitted to the municipality prior to issuance of the project approval from the city." Public developments will require a maintenance agreement in the form of a Memorandum of Agreement or an approved Local Water Management Plan or in compliance with an MS4 Permit that details the methods, schedule, and responsible parties for maintenance of stormwater management facilities for permitted development. A single Memorandum of Agreement for each local government unit may be used to cover all stormwater management structures and facilities required herein, including volume reductions management practices, within the LGU's jurisdiction. This maintenance plan shall address snow management 6. Drainage Alterations No person shall alter stormwater flows (resulting in an increase in stormwater flows or a change in existing flow route) at a property boundary by changing land contours, diverting or obstructing surface or channel flow, or creating a basin outlet, without first obtaining any necessary permits from the city.. 14 q /'NMC Wale ehed M4 na "I —.r2Ya Pla,� 2011202: (0',' -_2 -201 n, AirienuEG Ves:Ct: 7. Bounce and Duration Control The project must meet hydroperiod standards adapted from "Stormwater and Wetlands Planning and Evaluation Guidelines for Addressing Potential Impacts of Urban Stormwater and Snowmelt Runoff on Wetlands," (Minnesota Stormwater Advisory Group, June 1997), as follows: i. Wetland Susceptibility Class = Highly Susceptible; Permit Storm Bounce = Existing; Inundation Period for 2 -Year event = Existing; Inundation Period for 10 -year or Greater Event = Existing ii. Wetland Susceptibility Class = Moderately Susceptible; Permit Storm Bounce = Existing plus 0.5 feet; Inundation Period for 2 -Year event = Existing plus 1 days; Inundation Period for 10 -year or Greater Event = Existing plus 7 days iii. Wetland Susceptibility Class = Slightly Susceptible; Permit Storm Bounce = Existing plus 1.0 feet; Inundation Period for 2 -Year event = Existing plus 2 days; Inundation Period for 10 -year or Greater Event = Existing plus 14 days iv. Wetland Susceptibility Class = Least Susceptible; Permit Storm Bounce = No Limit; Inundation Period for 2 -Year event = Existing plus 7 days; Inundation Period for 10 -year or Greater Event = Existing plus 21 days 8. Flood Control Flood control for the proposed activity shall meet the member cities or MS4's flood control requirements. Member cities and MS4's flood control requirements should minimize property damage due to excess water. 9. Erosion and Sediment Control a. Erosion and sediment control measures shall meet the standards for the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollutant Discharge Elimination System /State Disposal System Permit Program, Permit MN R100001 (NPDES General Construction Permit), issued by the Minnesota Pollution Control Agency, except where more specific requirements are required. b. Activity shall be phased to minimize disturbed areas subject to erosion at any one time. c. All construction site waste —such as discarded building materials, concrete truck washout, chemicals, litter, and sanitary waste at the construction site —shall be properly managed and disposed of so they will not have an adverse impact on water quality. d. If silt fence is installed it shall conform to sections 3886.1 and 3886.2, Standard Specifications for Construction, Minnesota Department of Transportation (2005 ed.), as it may be amended. J.L4. IMPLEMENTATION OF THE MWMO'S STANDARDS With respect to the financial impact of these standards, the MWMO does not foresee a significant increase in administrative, permitting, and enforcement costs for Local Units of Government adopting these standards. However, studies conducted by the MWMO demonstrated that it is going to cost more to meet the MIDS standard than the existing cities standards. Yet, when it comes to linear projects the MWMO's new MIDS based standard is anticipated to be less costly than MWMO's existing 90% TSS standard. As required by statute, each member organization shall amend their local water management plans and adopt local ordinances and or official or local controls that are consistent with the MWMO Standards in this Plan. The MWMO is committed to ensuring the implementation of its standards in cooperation with member organizations. To promote consistency in application of the MWMO Standards, the MWMO recommends members adopt its ordinance -ready MWMO Standards language into their local ordinances and or their official or local controls. In addition, the MWMO may provide training for local staff to ensure their familiarity with the standards. The MWMO may provide funding or staff to assist local inspection and enforcement efforts. 15 i�4, Y10 ;2i t ,I �n,a ,,oi PI -. 2012 -2021 rOb _7 2,01 v'u..r.dco l�.i CIVIL ENGINEER WESTWOOD PROFESSIONAL SERVICES, INC. 7699 ANAGRAM DRIVE EDEN PRAIRIE, MINNESOTA (952) 937 -5150 GEOTECHNICAL ENGINEER BRAUNINTERTEC 1826 BUERKLE ROAD ST. PAUL, MINNESOTA (651) 487 -7026 LANDSCAPE ARCHITECT WESTWOOD PROFESSIONAL SERVICES, INC. 7699 ANAGRAM DRIVE EDEN PRAIRIE, MINNESOTA (952) 937 -5150 LAND SURVEYOR WESTWOOD PROFESSIONAL SERVICES, INC. 7699 ANAGRAM DRIVE EDEN PRAIRIE, MINNESOTA (952) 937 -5150 UTILITY CONTACTS MINNESOTA ONE CALL: 811 OR CALL 811.COM GAS: COMPANY NAME Contact Name (XXX) XXX -XXXX ELECTRIC: COMPANY NAME Contact Name (XXX) XXX -XXXX TELEPHONE: COMPANYNAME Contact Name (XXX) XXX -XXXX CABLE: COMPANY NAME Contact Name (XXX) XXX -XXXX WATER: COMPANY NAME Contact Name (XXX) XXX -XXXX SITE SUBMITTAL APPLICATION FOR COLUMBIA HEIGHTS HY -VEE 4300 CENTRAL AVENUE NORTHEAST COLUMBIA HEIGHTS, MINNESOTA 55421 L (I EMPLOYEE OWNED FOOD STORES OWNER /DEVELOPER HY -VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA (515) 267 -2800 VICINITY MAP / 1 t .�..7 ' �.�..• ..._. � � �..�,• SITE A i> REGULATORY AGENCIES COMMUNITY DEVELOPMENT DIRECTOR: Joe Hogeboom (763)706 -3670 ASST. CITY ENGINEER: Kathy Young (763)706 -3704 PUBLIC WORKS DIRECTOR: Kevin Hansen (763)706 -3705 FIRE CHIEF: Gary Gorman (763)706 -8152 POLICE CHIEF. Scott Nadeau (763)706 -8100 INDEX OF SHEETS CO.O COVER SHEET C1.0 ALTAMSPS LAND TITLE SURVEY C2.0 PROJECT IMPROVEMENT PLAN C3.0 CIVIL SITE PLAN C4.0 GRADING, DRAINAGE, EROSION CONTROL, & UTILITY PLAN C5.O LANDSCAPE PLAN SITE SUBMITTAL APPLICATION 08101116 NOT FOR CONSTRUCTION C O. O t0 O w O Q F O N W Z _Z f H F Z W S Q f0 f J O U q M1IAYBME/E is i ea c i F og . 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Columbia Heights Hy -Vee ALTA/NSPS Land title s rvey C1.O Hy -Vee, Inc YYw. wm as mom, u cwrre,u. �e Plant Schedule d Cal .8 MAD, Eeb. Cyging: �MSFT SHORTAGE Bit a ca118f1.Ean BEENDEREAKERS, _T_ MCI TDTNTPEEiTXEOIWEC, MY FEELING 2. FERNESENERENCESCUR SHALL INTEREST AND NITS" ALL iPUNAWPWK[ S Ek WE PARE SC" ARE DEFENSES AND TawGFAGING GLENDENNING NwL Ou ONMSMRONFUOAISTMN)5i61TWIXOxtl MFTPO,MONBOYiU -1TE6 IOFFAUITTEAAEF� 14nU }On AIIXwSAT.w.MPnmuEronWNI.wR. [O LL eEB.Pp D.I..B AE[ILIX,I"N^ [OaIVwMW Ez EOSWF. HDTIq TNF VNOXAIOE AHtwTE[TOipXVOXTY[RTO I.S..0 1.11.) TRENDS FAR G WE SAW PARK WALLFKX50 MINESPGVAOGFmM uxLITEWUANDEI "I PANNOWN IN NALF-PEENT"PAND S.." I— THE` -UK ALL FUNDING WILL BE w TFULD.ONTH ALL STUDIED AND CON$TPNCMM xµ BE IN OMRETEO N ME NMNUNN ,o A, NO INDENT WITHOUT APPROVAL TNAULANNACAPMAAA, i.MUEF UW,AWI_W1N,XE. GS ONRNG.xMssNVmPALLFn NIGHT NPDxT ANY q.XR WHICH AN tt[M[D THE PLAIN T.RZ PEKINESE OWN THE UxgUPF LEGEND IF DRESSMAKERS MGT. 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FORITTENTANNEI DISEASE PESRGNEODS.ESAR.FE� FEE ABLE OAK «M MAN SB. N Mu„n:o EIINESTAL DASH M;"":.;HA;.NTI;o:a.UN RA �E=T,ENIXNNTNUMHO T.IFLVPIAroTNUDroN.R, "� �o:w,F TFM.M.NNUHLr. ws �iF:.BDBM1 AT TWOR 1. KAREN, FIELD VER" THAI OF "5 Ip OOTRANT ME NUe IALM HmREEVENORRANYA�WIREDXEDGIANTS MS4NMEO�LYTFID SENT NDBRRXiW RT ON WAIN ND, OPENTT FIEF R� YY.%XPro0 V d Tree Iwteod MEETING HUSERAD OON1nFE EvEn4nF xn'AI A,NN, SEA \\\\77 o- PAN z 4. FEE =88 n 140.281 SF Existing 3.780 SF Equrlsim 144.071 SF Total W.m Grocery 882 Sislle 4.611,000 PsB,BDDg RaeT Q UNDITMEF x INUNORIN TREE 9YRi AV WJ[IS N8 LatumPe Data Q .NONAi BBM.EMENR: Cal .8 MAD, Eeb. Cyging: �MSFT SHORTAGE Bit a ca118f1.Ean THISHER AM —01 ANY 1­11 C__11_1 TDTNTPEEiTXEOIWEC, MY DAVERKERENTERFUNDER 2. FERNESENERENCESCUR SHALL INTEREST AND NITS" ALL iPUNAWPWK[ Tree Iwteod MEETING HUSERAD OON1nFE EvEn4nF xn'AI A,NN, SEA \\\\77 o- PAN z 4. FEE =88 n 140.281 SF Existing 3.780 SF Equrlsim 144.071 SF Total W.m Grocery 882 Sislle 4.611,000 PsB,BDDg RaeT Q UNDITMEF x INUNORIN TREE 9YRi AV WJ[IS N8 LatumPe Data Q .NONAi BBM.EMENR: Cal .8 MAD, Eeb. Cyging: �MSFT SHORTAGE Bit a ca118f1.Ean AMNMUM T ILIA TREE WALE BE PUNTED FOR EVERT w FTOTSmSETNmMENEF YOUNDruxDxGi TDTNTPEEiTXEOIWEC, N 'CBS DAVERKERENTERFUNDER 2. FERNESENERENCESCUR SHALL INTEREST AND NITS" ALL iPUNAWPWK[ S Ek WE PARE SC" ARE DEFENSES AND TawGFAGING GLENDENNING NwL Ou ONMSMRONFUOAISTMN)5i61TWIXOxtl MFTPO,MONBOYiU -1TE6 IOFFAUITTEAAEF� 14nU }On AIIXwSAT.w.MPnmuEronWNI.wR. [O LL eEB.Pp D.I..B AE[ILIX,I"N^ [OaIVwMW Ez EOSWF. HDTIq TNF VNOXAIOE AHtwTE[TOipXVOXTY[RTO I.S..0 1.11.) TRENDS FAR G WE mW UMSHLL BE RESISTANCE Pon COMPLAINS WIN AUwTHE nL40UTmN um Rwrs PARK WALLFKX50 MINESPGVAOGFmM uxLITEWUANDEI TSSn NA ME z NEnu,.IF BE TOTAL TREZn�W MEN. S.." 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'.Hl .s o�SIFDMEPLAN KENYAN) THE C ADEDASRECLRDFEWANYMAD US SEIILNR.INUNN.N X D .a' ANG DO NOT FOR CONSTRUCTION RENSION 11 1 3 �aa T 0 LIJZ LU ]Z gWN Into 1g §„ v _= Gii6 ¢a __ oL)�= LANDSCAPE PLAN C5.0 y. w Columbia Heights Food S tore Ekrations 4 WEST ELEVATION v SOUTH ELEVATION O rxc�srm,cnE.e cua�u�ow YN ��vu Yrtm WUU wa. gut ,,:: — : VVI'.v "iiiau "plliuP�@ milnP'4kP@ury1;n9 @�IINP@6 @IIP�^ 4 WEST ELEVATION v SOUTH ELEVATION O rxc�srm,cnE.e cua�u�ow YN ��vu Yrtm WUU wa. gut ,,:: — CH' COLUMBIA HEIGHTS CITY OF COLUMBIA HEIGHTS PLANNING AND ZONING COMMISSION PLANNING REPORT CASE NUMBER: 2016 -0902 DATE: August 31, 2016 TO: Columbia Heights Planning and Zoning Commission APPLICANT: Thomas Brama, Property Owner DEVELOPMENT: Preliminary Plat of T3 Addition for Thomas Brama II LOCATION: 4400 Stinson Blvd. NE. REQUEST: Preliminary Plat Approval PREPARED BY: Elizabeth Holmbeck, Associate City Planner INTRODUCTION At this time, Thomas Brama has requested approval of a Preliminary Plat and Variance for the property located at 4400 Stinson Blvd. NE. The site is currently comprised of 2 lots. The applicant is proposing to remove the existing lot line, and re -plat the property to result in seven single family residential lots. Once the plat has been approved, the applicant is proposing to keep the existing home on one of the newly created lots and build 6 new single family residential homes on the remaining newly created lots. This proposal requires a waiver to City Code, Section 9.115 to allow proposed lots 4, 5, 6, and 7 to have reduced lot widths. State Building Code prevents constructing a new building over a property line. Furthermore, in order to obtain a Certificate of Occupancy for the property, the lot lines must be removed. ZONING ORDINANCE The site is currently comprised of two lots. The properties are located in the R1, Single Family Residential Zoning District. The properties to the north, south and west are also located in the R1, Single Family Residential Zoning District. The properties to the east are located in the City of St. Anthony. COMPREHENSIVE PLAN The Comprehensive Plan guides this area for Low Density Residential Development. The City's Comprehensive Plan aims to identify new areas that can support single family housing and to encourage newer higher valued housing opportunities to provide move -up housing for existing 4400 Stinson Boulevard NE. City of Columbia Heights Planning and Zoning Commission Planning Report September 6, 2016 Page 2 and new residents. Re- platting the property to allow for the construction of new single family homes is consistent with the City's Comprehensive Plan. DESIGN GUIDELINES The subject property is not located in the Design Guideline Overlay District and as such, is not governed by the Design Guideline standards. FINDINGS OF FACT Section 9.104 (L) (6) of the Zoning Ordinance outlines three conditions that must be met in order for the City to grant a Preliminary Plat. They are as follows: (a) The proposed preliminary plat conforms with the requirements of § 9.115. The proposed Preliminary Plat does not meet certain items under the Subdivision Ordinance (See attached memo from the City Engineer dated August 22nd, 2016). A waiver to Section 9.115 is requested to allow lots 4, 5, 6, and 7 to have reduced lot width. Proposed lot widths include: Lot 4: 52 Feet Lot 5: 62 Feet Lot 6: 62 Feet Lot 7: 52 Feet (b) The proposed subdivision is consistent with the comprehensive plan. This is correct. The Comprehensive Plan guides this area for low - density Residential. (c) The proposed subdivision contains parcel and land subdivision layout that is consistent with good planning and site engineering design principles. This is correct. RECOMMENDATION Staff recommends that the Planning and Zoning Commission approve the proposed Preliminary Plat with a Waiver to Section 9.115 of City Code to allow four reduced lot widths for the property located at 4400 Stinson Boulevard NE. Staff will work with the applicant to ensure that all the items listed in the attached Public Works Director's report are addressed before the Final Plat goes to the City Council for final approval at a later date. Motion: Move to waive the reading of Resolution No. 2016 -75, there being ample copies available to the public. Motion: That the Planning and Zoning Commission recommends that the City Council approve City of Columbia Heights Planning and Zoning Commission September 6, 2016 Planning Report Page 3 the Preliminary Plat and Waiver to Section 9.115 of City Code, for the property located at 4400 Stinson Boulevard NE. subject to certain conditions of approval that have been found to be necessary to protect the public interest and ensure compliance with the provisions of the Zoning and Development Ordinance, including: 1. All required state and local codes, permits, licenses and inspections will be met and in full compliance. 2. The applicant shall meet the requirements outlined in the attached report from the Public Works Director /City Engineer, dated August 22, 2016. All the items outlined in the report should be dealt with prior to approval of the Final Plat. 3. The private driveway will need to be constructed to hold the weight of a fire vehicle, approximately 45,000 to 50,000 lbs. 4. The applicant shall be responsible for the cost of filing and recording written easements with the Anoka County Recorder's Office. 5. An approved Preliminary Plat shall be valid for a period of one year from the date of the City Council approval. In the event that a Final Plat is not submitted within this time period, the Preliminary Plat will become void. 6. Upon approval of a Final Plat, the applicant shall be responsible for filing and recording the Final Plat with the Anoka County Recorder's Office within one year of the date of City Council action. In the event that a Final Plat is not recorded within this time period, the Final Plat will become void. ATTACHMENTS Resolution No. 2016 -75 Preliminary Plat Application Applicant's Narrative Location Map Public Work Report Exterior Rendering (homes to be built) Wetland Delineation Report Soil Boring Report Preliminary Plat Subdivision Plans RESOLUTION NO. 2016 -75 A resolution of the City Council for the City of Columbia Heights, Minnesota, approving a Preliminary Plat with a waiver to City Code Section 9.115 for Thomas Brama for the property located at 4400 Stinson Blvd. NE. Whereas, a proposal (Case # 2016 -0902) has been submitted by Thomas Brama to the City Council requesting Preliminary Plat Approval with a waiver to City Code Section 9.115 from the City of Columbia Heights at the following site: ADDRESS: 4400 Stinson Blvd. NE. LEGAL DESCRIPTION: On file at City Hall. THE APPLICANT SEEKS THE FOLLOWING: Preliminary Plat Approval per Code Section 9.104 (L). Whereas, the Planning and Zoning Commission held a public hearing as required by the City Zoning Code on September 6th, 2016; Whereas, the City Council has considered the advice and recommendations of the Planning and Zoning Commission regarding the effect of the proposed Preliminary Plat upon the health, safety, and welfare of the community and its Comprehensive Plan, as well as any concerns related to compatibility of uses, traffic, property values, light, air, danger of fire, and risk to public safety in the surrounding areas; Now, therefore, in accordance with the foregoing, and all ordinances and regulations of the City of Columbia Heights, the City Council of the City of Columbia Heights makes the following: FINDINGS OF FACT Section 9.104 (L) (6) of the Zoning Ordinance outlines three conditions that must be met in order for the City to grant a Preliminary Plat. They are as follows: (a) The proposed Preliminary Plat conforms to the requirements of City Code Section 9.115. (b) The proposed Subdivision is consistent with the Comprehensive Plan. (c) The proposed Subdivision contains parcel and land subdivision layout that is consistent with good planning and site engineering design principles. Further, be it resolved, that the attached plans, maps, and other information shall become part of this Preliminary Plat Approval; and in granting approval the City and the applicant agree that the Plat shall become null and void if the project has not been completed within one (1) calendar year after the approval date, subject to petition for renewal. CONDITIONS I. All required state and local codes, permits, licenses and inspections will be met and in full compliance. 2. The applicant shall meet the requirements outlined in the attached report from the Public Works Director /City Engineer, dated August 22, 2016. All the items outlined in the report should be dealt with prior to approval of the Final Plat. City of Columbia Heights - Council Resolution Page 2 3. The private driveway will need to be constructed to hold the weight of a fire vehicle, approximately 45,000 to 50,000 lbs. 4. The applicant shall be responsible for the cost of filing and recording written easements with the Anoka County Recorder's Office. 5. An approved Preliminary Plat shall be valid for a period of one year from the date of the City Council approval. In the event that a Final Plat is not submitted within this time period, the Preliminary Plat will become void. 6. Upon approval of a Final Plat, the applicant shall be responsible for filing and recording the Final Plat with the Anoka County Recorder's Office within one year of the date of City Council action. In the event that a Final Plat is not recorded within this time period, the Final Plat will become void. Passed this 12th day of September 2016 Offered by: Seconded by: Roll Call: Attest Katie Bruno, City Clerk /Council Secretary ORDER OF COUNCIL Gary L. Peterson, Mayor CITY OF COLUMBIA HEIGHTS PRELIMINARY / FINAL SUBDIVISION PLAT APPLICATION To be filled out by City CASE NO.: DATE RECEIVED: APPLIC. ORD.: 9.104(K) 9.104(L), 9.114(A) - 9.114(D) DATE LETTER OF COMPLETION: PRESENT ZONING: APPROVAL DATE PER STATUTE: PRESENT LAND USE PLAN DESIGNATION: REVIEW PERIOD EXTENDED: PRELIMINARY PLAT FINAL PLAT To be filled out by Applicant: PROPOSED NAME OF PLAT: PROJECT ADDRESS /LOCATION: Jo -,.0A. / /oo Is G1 D 1 V Cv 11"i, b,A 14 #-,j 4-J� Y04 Al LEGAL DESCRIPTION OF PROPE�RTY II 36 - 30 - 29° I I - O088 /LJ+ 13 PRESENT USE OF PROPERTY: j2d5; rJeA�;^ PROPOSED USE OF PROPERTY: J,?. -ke,1 ( attach separate if n ces, W t 5 AAA Jcrq REASON FOR REQUEST (please attach a written narrative describing your request and justification for approval. The narrative must fully describe the proposal to insure its compatibility with surrounding uses and its consistency with Zoning requirements and the Comprehensive Plan.) APPLICANT /Cot, ,,S PHONE E -MAIL 4LOM"S.u, brnMk p1a,I tor- PAGER ADDRESS t/ "'o S� ^s°^ I "c%• CITY Cvl ' ` b; `° N¢�1 STATE FEE OWNER OF PROPERTY ADDRESS CITY PHONE STATE Page 1 of 2 d /24-99_1 FAX CELL# /qA/ ZIP S—s"yz / ; ZIP CITY OF COLUMBIA HEIGHTS PRELIMINARY / FINAL SUBDIVISION PLAT APPLICATION THIS APPLICATION IS SUBJECT TO ACCEPTANCE BY THE CITY PLANNER AND REVIEW OF APPLICATION AND NECESSARY MATERIALS BEING SUBMITTED. ENGINEERING APPROVAL MAY ALSO BE REQUIRED AND MUST MEET ENGINEERING REQUIREMENTS SET BY THE CITY ENGINEER OR CONTAINED IN THE CITY CODE. ITEMS TO BE GIVEN TO APPLICANT WITH APPLICATION A. Procedures Manual B. Application Checklist C. Schedule of Planning and Zoning Commission Meetings ITEMS TO ACCOMPANY PRELIMINARY PLAT APPLICATION A. Plat submittals as required in the attached application checklist, showing how the property is to be subdivided. B. Two copies of a list of property owners within 350 feet of the subject property. ITEMS TO ACCOMPANY FINAL PLAT APPLICATION A. Plat submittals as required in the attached application checklist, showing how the property is to be subdivided. APPLICATION FEES: A. $500.00 Preliminary Plat Fee + escrow B. $100.00 Final Plat Fee C. Park Dedication Fee D. City Sewer Availability Charge (SAC) E. City Water Availability Charge (WAC) F. Other TOTAL AMOUNT RECEIVED CITY RECEIPT NUMBER (p�q� DATE RECEIVED $ s'o0 > $ /0 0 Acknowledgement: The undersigned hereby represents upon all of the penalties of law, for the purpose of inducing the City of Columbia Heights to take the action herein requested, that all statements herein are true and that all work herein mentioned will be done in accordance with the Ordinances of the City of Columbia Heights and the State of Minnesota: el;l ?"/6 PROPERTY OWNER SIGNATURE (If different from Applicant) DATE COMMUNITY Revised: 2005 Ilc STAFF MEMBER AND TITLE Approved by the Columbia Heights Planning Commission on Approved by the Columbia Heights City Council on Page 2 of 2 City of Columbia Heights Preliminary/Final Subdivision Plat Application /Variance — Reasons for Requests To the council members of Columbia Heights and to the city of Columbia Heights In the spirit of adding upscale additional single - family housing to the city of Columbia Heights, and more directly to the parcel located at 4400 Stinson Blvd. NE in Columbia Heights, I am proposing re- platting the existing two residential single family parcels (consisting of a combined surface area of approximately 1.7 acres) into seven total residential single - family parcels. Four of these parcels would front Stinson Blvd. NE, while three of the parcels would sit on the western portion of the proposed development and would be accessed by a shared driveway running off of Stinson Blvd. NE. This re -plat would also require lot width variances for four homes, which would be accessed directly off of Stinson Blvd. NE. The property located at 4400 Stinson Blvd. NE offers breathtaking views of the newly revamped Silverwood Park across the street as well as easy access to the city of Columbia Heights' Silver Lake Beach along with all of its amenities. When considering possible uses for the purchased land, I spent time meeting with Mr. Hogeboom, Ms. Holmbeck, Mr. Hansen, several other Columbia Heights employees, my father (who holds an extensive real estate background in the surrounding areas), my realtor Erich Young, the city of Columbia Heights' City Council and several others. The reason for these meetings was to ensure that anything proposed at this site would hold true to the spirit of the existing land, the homes surrounding it, Silverwood Park, Silver Lake Beach and Columbia Heights' Comprehensive Plan. Due to the existing residential single - family homes surrounding the parcel, I decided to strictly look at plans for new residential single - family re- platting (excluding any and all multi - family zoning changes). In its Comprehensive Plan, Columbia Heights notes a concern for a "diminishing and aging housing stock." While only a small dent, six newly constructed homes plus one extensively rehabilitated home (already underway) will align with that goal. Furthermore, in its Future Land Use plan, Columbia Heights points to a goal of continued investment in low density residential housing. This subdivision and variance request aides in accomplishing this task. I have spent much of my childhood at Silver Lake Beach, having graduated from St. Anthony Village High School in 2007. 1 also walked through Silverwood Park across the street, the beach and the surrounding areas, while taking a close look at the facades of the existing homes on the block. Based on my review of the aforementioned items, I commissioned facade elevations (enclosed) for the proposed homes that would complement and enhance the existing area. Additionally, I spent time with Mr. Hogeboom and Ms. Holmbeck on more than one occasion discussing what a proposed development like this may bring to the city and how it lines up with its Comprehensive Plan. They both conveyed to me the desire for the city to bring in higher end single family homes, both for able- bodied seniors and young families. This proposed re -plat and variance request will result in the ability for seven parties to move into Columbia Heights in higher end single family units. In reference to the variance (and subdivision) requests, city and state statutes allow as a valid reason for these requests to be "topography" issues with the proposed site. This site (as the elevation markings on the attached plans show) offers an extremely complex and difficult area to work with. There will need to be several retaining walls constructed to make the site usable for the proposed development. The passing of the re -plat request and variance requests (for lot width) will enable me to be able to properly solve the topography issues in an aesthetically pleasing manner. In addition to this, because the parcel is not a rectangle and instead bows in the back and consists of a steep hill looking down over Silver Lake Beach, there will need to be a great amount of earthwork done for the development to take place when combined with all of the other topography issues present. Upon approval of the lot width and variance requests, the project will enable me to develop the area according to the Comprehensive Plan of an ongoing investment into single family residential housing while staying within the existing zoning density of single family residential housing. Furthermore, the proposed development will enable the Public Beach and Silverwood Park to enjoy more usage since their reinvestment projects were completed. Because the homes proposed on this site will sell for north of the current median home values in the area, this project will raise the value of the surrounding homes and real estate. I had initially proposed at the planning meeting I attended with the City Council, five variances of 42' wide lots (from the existing zoning requirement of 70' wide lots). Additionally, a separate variance related to lot square footage may have been required from the existing 8400 square foot zoning requirement for these five lots. After the feedback received from the meeting, I took a closer look at my proposal and then moved one of the five proposed front lots off of the street, meaning a square footage variance would no longer be required as each of the front four lots would now exceed Columbia Heights' zoning requirement (as seen in the provided preliminary plat). Additionally, instead of five lot width variances needed, this revamped proposal will now require four lot width variances (and will also result in significantly wider lots than the originally proposed five lot front plan). This variance will enable the front four lots to be deeper while allowing for four homes to be constructed off of the street (instead of the five which I originally had proposed). To give an idea of what the newly constructed homes will look like with the variances and re -plats approved, I have attached exterior facade examples consistent with envisioned construction on the approved sites. As a lifetime Northeast area resident, I am excited to present this project to you. I am eager to put together a development that will "wow" while still keeping in the spirit of the area and of Columbia Heights' Comprehensive Plan. I look forward to putting the first shovel into the ground at 4400 Stinson Blvd. with you, and also am looking forward to future development projects within the city. Very truly yours, TJ Brama CITY OF COLUMBIA HEIGHTS Public Works Department TO: THOMAS BRAMA II FROM: KEVIN HANSEN PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE: August 22, 2016 SUBJECT: 4400 Stinson Blvd I have reviewed the prelim/final plan submittal packet dated 08/11/16, and have the following requirements /comments: • A storm water management plan is required by the City of Columbia Heights. This includes temporary erosion control BMPs including but not limited to: temporary rock entrance /exit, perimeter silt fence, storm sewer inlet filters, temporary sediment basins, erosion control mats, soil stockpile areas, and street sweeping. No building or land disturbing activity will be approved unless it includes a storm water management plan, detailing how runoff and associated water quality impacts resulting from development will be controlled or managed. No work can begin until a permit is approved by RCWD. • Please provide the City of Columbia Heights with the stormwater calculations. • According to city code, properties are not allowed to have cross drainage onto neighbor's properties. There is violation of this on the plan drawing for grading, drainage and erosion control (pg. 3). • The soil borings provided indicate that the soils are wet & loose. Will soil correction be needed for building pads? If so, has a geotechnical engineer prepared a report for support of footings? • Does the Development propose overall mass grading of the site or lot by lot grading? • All utilities are considered private. Maintenance of shared mains and driveways must be included in documents recorded at Anoka County. • Required materials for construction of water and sewer main/services are attached. • The paved surface to the back three properties must be a minimum of 20' wide. To catch some of the stormwater runoff from this long driveway, it is suggested that the driveway be constructed with an inverse crown (similar to an alley) and a catch basin be installed in the concrete gutter at the street. • Location of the sewer lateral to the existing house shall be determined. The owner shall determine the integrity of the pipe by televising. If the pipe is in good condition, it can be lined and reused. If the pipe is in poor condition it will need to be replaced. • The sanitary sewer main was recently lined. Capped wyes not in service were not reconnected to the main. • The existing water service is connected to the main on Benjamin St. Disconnection of the service must be done at the main. • All retaining walls 48" or more in height must be designed by a registered professional engineer. • All properties must have the City of Columbia Heights standard concrete apron. This matches other properties on Stinson Blvd. • It is recommended that signs be placed off of Stinson Blvd with addresses of the properties as well as mailboxes. • With rear lots and a private drive, refuse service will be only be provided on Stinson Blvd. If you have any questions or need fiuther information, please contact me at (763) 706 -3705. C: Lauren Letsche, Stormwater Specialist Kathy Young, Assistant City Engineer KH:kh 8/3/2016 COOLhouseplans.com Plan ID: 3255211-800-482-0464 Click Here to Mirror Reverse Image © plans copyrighted by designer Elevation Plan ID: chp- 32552, Order Code: C101 COOLhouseplans.com 11-800482-0464 E-i-e.r./ http:// www. cwthouseplans .com /print_details.html ?pid =32552 2f7 8/3/2016 COOLhouseplans.com Plan ID: 4735011-800-482-0464 © plans copyrighted by designer Elevation Plan ID: chp- 47350, Order Code: C101 COOLhousepians.com 11-800-482-0464 http: / /www.coolhmseplans.com /print_ details.html ?pid= 47350 2/8 8/3/2016 COOLhwseplans.com Plan ID: 4115311- 800 -482 -0464 © plans copyrighted by designer Elevation Plan ID: chp41153, Order Code: C101 COOLhouseplans.com 11-800-482-0464 r _1045 d�rr" s A ak-e VT q�fu-�i� °vim Ara ekA, eq W �0 � L% http:// www. coolhmseplans .com /print_details,html ?pid =41153 2/8 4400 Stinson Parkway Columbia Heights, Minnesota Anoka County Wetland Delineation Report July 12, 2016 Fi �jAlAnderson akanson 3601 Thurston Ave. Anoka, MN 55303 Ph: (763) 427 - 5860 Fax: (763) 427 - 0520 www.haa - inc.com Table of Contents Wetland Delineation Report ......................... ............................... AppendixA: Maps ................................................. ............................... AppendixB: Photo Log ....................................... ............................... 1. INTRODUCTION An assessment of the presence and extent of wetlands at the 4400 Stinson Parkway project area was completed on July 11, 2016. The area consists of two parcels (PID 36- 30- 24 -11- 0087 and 36- 30 -24 -11 -0088) located within Section 36, Township 30N, Range 24W. No wetlands were found to be within the project area. II. METHODS Desktop analysis was done prior to conducting the site visit. This included evaluating the Minnesota Department of Natural Resources (DNR) Public Waters Inventory (PWI) (Appendix A, Figure 1), DNR National Wetlands Inventory (NWI) Update (Appendix A, Figure 1), the Minnesota Geospatial Information Office 2 -foot LiDAR contours (Appendix A, Figure 2), and Natural Resources Conservation Service Web Soil Survey (Appendix A, Figure 2). Additionally, a site visit was conducted on July 11th to confirm the desktop analysis findings. 111. RESULTS A. Desktop Analysis There are no PWI or NWI wetlands within the project area (Appendix A, Figure 1). Web Soil Survey maps one soil intersecting the project area (Appendix A, Figure 2). The Urban Land - Hayden Complex soil is not a hydric soil. The LiDAR 2 -foot contours show a range of elevations from 952 to 984 feet above mean sea level within the project area (Appendix A, Figure 2). The entire area is on a hillslope with the elevation decreasing towards the southeast corner. B. Site Visit There is a house towards the middle of the site. The forested area surrounding the back and sides of the house is dominated by buckthorn, boxelders, and garlic mustard (Appendix B, Photo 1). The front yard consisted of a lawn and a fenced off garden. No evidence of wetlands were found, including at the southeast corner which is at the lowest elevation (Appendix B, Photo 2). IV. CONCLUSION No wetlands were found to be within the project area. 4400 Stinson Parkway Respectfully submitted, Kaci Fisher Environmental Specialist Hakanson Anderson 4400 Stinson Parkway Appendix A: Maps 4400 Stinson Parkway 500 Feet Legend Figure 1. N Project Area Location, w E County Line - National Wetland Inventory, s E771 NWT & Public Water Inventory ��Hakanson E:7 Pwl ,,,,,,Anderson 4 100 Feet N W8 I��Hakanson ■■dAnderson Legend Project Area — Contours Soils Not Hydric UhdD Figure 2. Hydric Soil Rating & Topography Appendix B: Photo Log 4400 Stinson Parkway rnoto Z. Southeast corner of project area, facing northeast 4400 Stinson Parkway z 1 fitA (1 r_\4 T n n I fit za 4C _ !!A r , .''/ - , ! _ -'� - P .LOT 7 I l j r• n L✓.mL Fp' ! I - 847,4 Sq.ft _ p 099 Av-' ] 'i '-1 1 t� 9, 621 S4.Ftt t $ -9fP I • AI SB -1 13r ',. ` ✓` § °\ 'I \ ,— 1 ' _ LOT 6 -r{. 0.044 SQ.Ft. VII I I d 11 f (1 lrrA rlvwy a1TP I I� 23 cas v W's Iliri .r II t0,tO7O S 2 a.p.. TL ___" �•, 1 nq'II I 1, , C 8 --- 5 \ 0.23 Aeres T.. I ICI 11 T Tr,lli.l I IIII \ 1 PL 02 Av o O 1 - 18.233 Sq.F1. I„!•' I r''rr rl r/, .. /', I = r it 0.37 ,bas \\ /r /1 / / r. /. •' yy,/ / :'�.' ,' wi: i r �w6s // J>,f l,- LOT-4. Is 1 I /N!/ r /: 9.856 Sq.FI., ' 1 N 'wz = Approximate Soil Boring Location t Haugo GeoTechnical Soil Boring Location Sketch Figure #: 1 Services. 4400 Stinson Boulevard Drawn By: RD 2825 Cedar Avenue S. Columbia Heights Minnesota Date: 7/21/16 Minneapolis, MN 55407 ' Scale: None Project #: 16 -0565 MA�Haugo GTS BORING NUMBER SB -1 MinnCedarAveS Minneapolis, MN 55407 PAGE 1 OF 1 Telephone: 612 - 729 -2959 Fax: 763-445 -2238 CLIENT Thomas Brama PROJECT NAME T3 Addition PROJECT NUMBER 16-0565 PROJECT LOCATION Columbia Height MN DATE STARTED 7/18/16 COMPLETED 7/18/16 GROUND ELEVATION 988.8 ft HOLE SIZE 3 1/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger /Split Spoon AT TIME OF DRILLING — Not Encountered LOGGED BY MS CHECKED BY JC AT END OF DRILLING — Not Encountered _ NOTES AFTER DRILLING — Not Encountered W o r ♦ SPT N VALUE av � IL E a0 C > �0 rn w 3z� a 5 ~ 20 40 60 80 PLI— 0-O MATERIAL DESCRIPTION wm W W Ira O z C w� to Z �L L7 a. 1 00 ¢ m O i Haugo GTS BORING NUMBER SB -2 ALIGO 2825 Cedar Minneapolis, , MN MN 5 55407 PAGE 1 OF 1 Telephone: 612- 729 -2959 Fax 763-445 -2238 CLIENT Thomas Brame PROJECT NAME T3 Addition _ PROJECT NUMBER 16.0565 PROJECT LOCATION Columbia Height MN DATE STARTED 7/18116 COMPLETED 7118/16 GROUND ELEVATION 958.2 ft HOLE SUE 3 1/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRI WNG METHOD Hollow Stem Auger /SDlit Spoon EZ AT TIME OF DRILLING 11.00 ft / Elev 947.20 ft LOGGED BY MS CHECKED BY JC AT END OF DRILLING — Not Encountered NOTES AFTER DRILLING — Not Encountered W 0. e z r ♦ SPT N VALUE x = �- = > n w W 5 20 40 60 80 PL .0 �L W a 0 MATERIAL DESCRIPTION � E > d p Z w Z Kt7Z Ova m0Z v" }" 20 40 60 80 ❑ FINES CONTENT ( %) ❑ 0 X 0.0 Q. 20 40 60 80 — Silty Clay, trace Roots, black, wet. (Topsoil) AU — 8 pr, (CL -ML) Silty Clay, brownish grey, trace black, wet, medium. 2.5 (Alluvium) SS 2 -24 0 9 (6) r (CL) Sandy Lean Clay, trace Gravel, mottled brown and grey, wet, rather soft to medium. (Glacial Till) w 5.0 w SS 2 -2 -3 0 10 (5) z L Z 7.5 SS 3.4.4 11 (8) 3i (SC) Clayey Sand, fine to medium grained, trace Gravel, mottled brown and grey to brown at 12 12 feet, wet, very loose to medium 10.0 dense. (Glacial Till) SS 2 -2 -2 12 (4) t 4 i 12.5 SS 3-6-8 13 (14) SS 4-8 -14 14 (22) 15.0 Bottom of borehole at 15.0 feet. Haugo GTS BORING NUMBER SB -3 AUG❑ 2825 Cedar Ave Minneapolis, MN 55407 N5 PAGE 1 OF 1 Telephone: 612 - 729 -2959 Fax 763 -445 -2238 CLIENT Thomas Brama PROJECT NAME T3 Addition PROJECT NUMBER 16 -0565 _ PROJECT LOCATION Columbia Height MN DATE STARTED 7/18/16 COMPLETED 7/18/16 GROUND ELEVATION 952.2 It HOLE SIZE 3 1/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auoer /SDlit Spoon EAT TIME OF DRILUNG 10.00 ft / Elev 942.20 ft LOGGED BY MS CHECKED BY JC AT END OF DRILLING — Not Encountered NOTES AFTER DRILLING — Not Encountered W e i ♦ SPT N VALUE x 2 D-O � � > m to D O w 0- Ta: 20 40 60 80 PL MC LL w MATERIAL DESCRIPTION j p j Q W X80 O 9 a D O m O> Y 20 40 60 �.! Oz a El FINES CONTENT( %)❑ Dc rai�Z n AU fine to medium grained, trace Roots, with Bituminous 1 feet, dark brown, moist. (FILL) Silty Clay, with Poorly Graded Sand seams, ld grey, wet, rather soft. (Alluvium) S I 18 -11 -10 2 (21) SS I I 485 3 (11) 5 I I 2-3-2 (5) I I I I ace Gravel, brown, moist to wet, rather Till) SS 2-4-7 6 1 1 (11) Bottom of S I I 45 -12 7 (17) Haugo GTS UGO 2825 Cedar Ave S Minneapolis, MN 55407 BORING NUMBER SB-4 PAGE 1 OF 1 Telephone: 612- 729 -2959 Fax: 763 -445 -2238 CLIENT Thomas Brama PROJECT NAME T3 Addition PROJECT NUMBER 16-0565 PROJECT LOCATION Columbia Height. MN DATE STARTED 7/18/16 COMPLETED 7/18/16 GROUND ELEVATION 994.2 It HOLE SIZE 3 1/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger /Split Spoon AT TIME OF DRILLING — Not Encountered LOGGED BY MS CHECKED BY JC AT END OF DRILLING — Not Encountered NOTES Auger met refusal at 11 feet AFTER DRILLING — Not Encountered with Cave -In at 7 feet w o z r ♦ SPT N VALUE o, a 5 20 40 60 80 PL 0 LL W c 0. 0 MATERIAL DESCRIPTION Lu p g z Q w a z 0 aZ �� m0Z �" M— 20 40 60 80 ❑ FINES CONTENT ( %) ❑ � .. 0 p 0.0 20 40 60 80 — Silly Sand, fine grained, trace Roots, dark brown, moist. (Topsoil /FILL) AU — 15 T (SC) Clayey Sand, fine to medium grained, trace Gravel, with 2.5 Cobbles below 5 feet, brown, moist, loose to medium dense. (Glacial Till) SS 4-54 0 9 16 (9) 0 a r h 5.0 w SS 455 0 17 (14) \ z u w w 7.5 SS 5014" » 18 6 of h 10.0 050/0" » SS 19 u 0 = Bottom of borehole at 11.0 feet. 0 P m 5 m 0 m u 0 n x m x v w r O w a Descriptive Terminology of Soil Standard D 2487 - 00 Classification of Soils for Engineering Purposes (Unified Soil Classification Svstem) e Baseawure male: aipars „acne �.��; s- .- ..�s.a ! C 1 - sd , D, nga"+e9 :.-lN:r. :: f . -. 'ae•. r M•• aM w. r ,;.Xlt.e: ur bfti'aC' r. tq;•r n .n J I: !(! " :OYa,le215 • S3'� iU':. ' ed' 1 1. J �� nam.. ! Gravels +xn5 m'1' :•res.l.p:.en.;• r n1aGM .en q.xxp aav,: way ! ^ My CG wY.li blP]W on, w 1, :0r IiP.Gi/ ., p•a(P.O qa ei r.dn i.: GP. GC ¢vvb o•apea gave wq:' , e, e rued C at! '• as Cl dal Sr a.d %'u,. OC,GM n' SC SM P 01, wampa'¢ a0.:.I' .P,, 1, 'u g n,y...a•P! n VS., araxcs 215 %0 ave' Paa w.., 7vvri ¢ xoa. �e ^e 55n1:. amyl? Vb'+wTr.x'a a.. a ✓Aa! SW SM wtI ,a ,screw V, SW SC we 17 aard.sR SP -SM aF ^J f a»a arin wqn ! - SPsC I II AnY'btl'p fmnl rya, :^ n2'CFeq a'eP s: ,s i Cl Ml N!q G.q 1 II se r[(u'X Isar jN, N0 k, e!avM1 MG:'.rvfr nyC'ur•'.a'q i nwl_r- •ansa3u +avlN, :Op rexv „wyq lam rla sazh npowr nlrx I dnl u2l en. c SNC'21 vec •- .rat +nv y�ave atla y,avr "y Ugieur:ianr ri PI a e V r b Il (In b Irry P -.nr c PI i9Cpcfs pecw A Ivn C P !w Q PI I a: rn ' It InMet�cre he,. A .a Relative Density of Cohesionless Soils Wary loose Panicle Size Identification BnuAers ,," 12 Cobbles 3 1,, 12' Grave, 31 to 50 BPF Coarse aid 16 F,,& Nu 4 le 3�4 Sand 12 to 30 BPF Coarse Nu a to ND 10 Medium No 101E Nr 40 Fine No PO to Ne 200 Sill cNo ?00 PI<a or below A lire Clay < No 200 PI? a and on or above A hoe Relative Density of Cohesionless Soils Wary loose 010 a BPF Loose 51010 BPF Medium dense 11 to 30 BPF Dense 31 to 50 BPF fiery dense ove• 5C BPF Consistency of Cohesive Soils Vary soft 0 to 1 BPF m ga.rc re' ,y Satf 2 to 3 Bpi Rather sail a to 5 BPF Medium 6 to 8 BPF Rather shd 9 to 12 BPF &in 13 to 16 8PF Very slit 12 to 30 BPF Nand over 30 BPF 1✓ Drilling Notes SlacJa-O Penetration lest conngs were a01anSa0 oy 3 IM 016 1/a ID hollow -stem augers dnlesS noted oftnw,se J91h,g water was used 10 clean out auger poor 10 $amO1,119 only where mdMdfeO on logs Standard penetration test bonngs are des,gnated by the prefu 'ST (Spin Tube) All sample£ evere taken wdh the Standard 2 CD epld -tube sampler except where noted Power auger borings were advancea by a on 6 diameter Cont,nuous 0 -ght Wild Stem augh(s Soil CUISSFI anon$ and afraid depth$ were m. fanned from disturbed samples augened to the Sdrfeca and are Obsclone sonlewha! approximate Powe, auger holings are designated by the prefix B Nand aUOel bomlgs were advanced manualiy weh a 1 112 of 3 114- dl'emelel dollar aM were ilmdeo to the depth flour, wh Ch the auger Wuld be. manl.aly wdhdlawn Hand alper WF,ngs are nldK led by the prefix II BPF: Ne'nbels mdicale blows per frill recordedm swooard penetration test clan Anpwn a$' N value. The aampler was set 6 mt0 oholslurbed $Jd below the 1i011bw. sleM auger Drivoig resiShricee were then Counted !r Sewnd and third 6' me,ements and added to ge18PF' Whefe they d,ee'ed sign fiG rtly they ale fepOned it the 1011"ing (orm 2,12 for the second and 7md 6 m :nemerts raspact,vely WH: RN Inc,: IeS the Sample! Penetrated soil under we•ghl of hdmmef are 1; df Rldnc 0nvmq net fequired WR VJP r dicates the sample: pene,,ated Sou unde, weld, ct runs alone harmnen we ghl and Nir.ng na! rsqunad TW sn [d!a$ I ^'^ wank .or;iis ..!bi•Ji !pbt saalp!e Note Ai' !Sue .., :.,r it ge r,ena e"J'can ce w,IV applx'abie AS FM slaldaid$ R.. 'f: 1✓ C 30 20 MH or ON r - a., Nt ML or OL 0 0 10 16 20 30 40 s0 so TO 80 90 700 Liquid Limit (LL) Laboratory Tests DD D'. ae . *n :. oc pagan :c conlenl '. WD N@ d @ns :!. vj S Percent of Saturation MC Natural m_nilure con:e•d SG Sp fic grawh. LL LO %aid l,mu , C Cohesion PSI P(. Piast.f Lind 0. Anole Of inlerlla! ftm on PI Masnoq. 'ode, qu V•KDm•oed Comprass,e strength pet P200 Passing 200 s eve 4p POCkeI penalmmele, 5lrength i5f Drilling Notes SlacJa-O Penetration lest conngs were a01anSa0 oy 3 IM 016 1/a ID hollow -stem augers dnlesS noted oftnw,se J91h,g water was used 10 clean out auger poor 10 $amO1,119 only where mdMdfeO on logs Standard penetration test bonngs are des,gnated by the prefu 'ST (Spin Tube) All sample£ evere taken wdh the Standard 2 CD epld -tube sampler except where noted Power auger borings were advancea by a on 6 diameter Cont,nuous 0 -ght Wild Stem augh(s Soil CUISSFI anon$ and afraid depth$ were m. fanned from disturbed samples augened to the Sdrfeca and are Obsclone sonlewha! approximate Powe, auger holings are designated by the prefix B Nand aUOel bomlgs were advanced manualiy weh a 1 112 of 3 114- dl'emelel dollar aM were ilmdeo to the depth flour, wh Ch the auger Wuld be. manl.aly wdhdlawn Hand alper WF,ngs are nldK led by the prefix II BPF: Ne'nbels mdicale blows per frill recordedm swooard penetration test clan Anpwn a$' N value. The aampler was set 6 mt0 oholslurbed $Jd below the 1i011bw. sleM auger Drivoig resiShricee were then Counted !r Sewnd and third 6' me,ements and added to ge18PF' Whefe they d,ee'ed sign fiG rtly they ale fepOned it the 1011"ing (orm 2,12 for the second and 7md 6 m :nemerts raspact,vely WH: RN Inc,: IeS the Sample! Penetrated soil under we•ghl of hdmmef are 1; df Rldnc 0nvmq net fequired WR VJP r dicates the sample: pene,,ated Sou unde, weld, ct runs alone harmnen we ghl and Nir.ng na! rsqunad TW sn [d!a$ I ^'^ wank .or;iis ..!bi•Ji !pbt saalp!e Note Ai' !Sue .., :.,r it ge r,ena e"J'can ce w,IV applx'abie AS FM slaldaid$ R.. 'f: Preliminary Plat r Di' T3 ADDITION joT' Thomas Brama II � 1 1 r / mrdlo-Col . Grace \ I . r / / /,�' - -__�� 111 11 \I ; I 1 1 / It I I /// -__ ' /' • ad__ \\ \I 11 11 11 I -y1p• \� ^�.,_ ' 1 1 I I i 1 I / I I I / / / 1 1 1 1 1 1 / / ,/ -__ 3s- 30-24 -11 =;y , / _- DatueFnekl _' 1 1 - It I l i l l l / / /---- _- __llwaxwenQ /, d d gFF!!ellt d 49. MII SIM paK 11 / a ii�s31;�1 11 11 '1 11 I I ____ -__ I 1 1 1 1 1 I \Z') 1I iil�l win aw /' /Raby3yi`D. ilamYwo - -sw- A i/\L .� l 1 1 1 1 / / / //i / / / / // / A/ / / / i / T- __- __--- - - -- ^\ < A P1f\4T1%li\ I DWI Ial\JI V\ _ ! t r ________ Nam we a/mt la. Black 1. wATCN's 3ueNx'karus -'_- \�''�'�J /llll�� /' .at>' at NE I Ramon PFt 4k do 1 i 11111 j a 1 FAN/} i I I `I I/ z Ea.w n.ad. m .. 4301 Bnjplrn SL NE W-30 m. at24-11 an x-WB4 // /'�'/ /, cna.M of / anan Izz it P� � ) 80.1//0 S Ft.I I l 0.13 Acres '^ -�N. \ \\\ lq p_ „yr \ ��\ r -� /' as III H - -.T -- I' I \I {�6 `_i`ca1a:maet°` i `y I ji�4g I -- -- - - vP Io;La�d;eoHi /o:ziaa3 // \\ \ � ��e A / s�E amgsetA unity lI 11 I 1 9,621 Sq.FI. \ \ \ '1J <F1-k }Y N 3d L *i / Dynan -il 0.22 Acres �Pr1 - j11 a- II 11 r Wat Hn.1ownsual III I I \ par gfna. 65108 and t'. Dan Na. 17M . —6 — I 1 jr n.._ }__>r_[_, 1' � _ .>✓ �... 1 _ � > \ \ 1iv � \,.Dn..tay Eaeeltwl \ if j /I j j 10.2'Acr / 3 sic, `✓ / all / 4 /$ // / /// % / % pP A.Ft. // 3 /r es /er/ i { /CP�/ 7i /41t�H 7�Tr 129.88 - ;; \ \�\ rNBS31v6j/ I_ a- __1 ----------- x / /t- 11k //% r // / / ✓/. /INV,I IIX /YV� / /// t ty off his I kH \ \ II 1 I $ / DESCRIPTION OF PROPERTY TO BE SUBDI'l D• Lots 12 and 13, Block 1, WALTDNS SUNNY ACRES ADDITION TO COLUMBIA HEIGHTS MINNESOTA, Anoka County, Minnesota. Mu Minillo,, qty of Columbia Nelgnb Exemeg zwki, R -1 Sngle FomAy ReaWentlol Wati Protests Ur Urban RmldentW Wolenhnd DIeWCI: Rice Cneb WateMee District (RCWD) Rmtl Mileage 0 IF or a.v0 are, Mrml Lighting as real Propmed Utatwc saw". Mumaltal (aweml.) Water. Municipal (awOeMe) Rat Area: Ttlm Anew 74.402 sq. n - 1.71 acres Prot M ROW: 0 eµ n. = 0.W cram ,. Arw: 0 ea. R. - am owes omignn/Soveler. Hakmam Anderson Aama 3601 Thurebn Aaenu. Maba Mn 55W3 (763) 427 -5660 Building San.. Front Yam - 25 Feet Ske was - 7 Feet Cana sine ram - 12 Fast Rear Ywd - 20F Of IW depth Lot Surn ry. Numb., of Lots 7 Largest Lou 1573 acne = 16,233 p. R. Smallest Lot: 0.193 acres 8424 p ft. triage Lot Arw: 0.2N acne - 10.629 m.ft. Dmaity. 4.09 Late ... And Owner/Sulac Nolen. Thames Bmmo II 3=%M Ma. NE SL Anthony MN SH21 (612) 701 -5979 1 1( 1 1 1 1 1 \\ NOTES- 1. The underground utilities shown have been loroted from field survey information per Gopher Slate One $ \ \ 1 \ \ \ \ \ Call Ticket No. 161723616 and avoloble records The surveyor makes no guarantees Nat the \ \ \ \ underground utilities shown comprises all such utltes in the area either in service or abandoned The \ \ \ \ \ surveyor further does not worront that the underground utilities shown are in the exact location \ \ \\ \ \\ \ \ \ \\ indicated although he does certify that they are located as accurately as posstle from information \ \ \ \ \ available. The surveyor has not physically located the underground utilities. Prior to any excavation, contact Gopher State One Call for an on -site location (612 -454- 0002). The subsurface utility information on this survey is utility quality level D, This quality level was delerminetl according to the guidelines of G /ASCE 38 -2, entitled "Standard Guidelines for the Collection and Depiction of Existing \ \ p 5'\ 1 \ \1 1 1 ( Subsurface Utility Data. t 1 \ 1 1 2. The professional surveyor has mode no investigation or independent search for easements of record, 1 encumbrance, restrictive colenonts. ownership title evidence, or any other facts that on accurate and current title search may disclose. T \ \ \ \ \ 1 I 1 3. Bearings are based on the Anoka County Coordinate System NAD83 (1996 Adjustment). It 11 '\ \\ '1 111 11 4. Site Topography depicted per field locations (1 foot interval). 11 1 • 3 j '( I 1 � 1 1 1 X 1 1 1 1 1 1 1 1 1 111 11 \I ; I II II 1 11 1 1 • ad__ \\ \I 11 11 11 I -a1. rw� � 11 11 1 11 '1 1 11 1 1 \ 1 1 1 1 /dp\ 1 111 1 11 1 1 1 I 1 a ii�s31;�1 11 11 '1 11 I I 1 1 I 1 1 1 1 1 I \Z') 1I iil�l DESCRIPTION OF PROPERTY TO BE SUBDI'l D• Lots 12 and 13, Block 1, WALTDNS SUNNY ACRES ADDITION TO COLUMBIA HEIGHTS MINNESOTA, Anoka County, Minnesota. Mu Minillo,, qty of Columbia Nelgnb Exemeg zwki, R -1 Sngle FomAy ReaWentlol Wati Protests Ur Urban RmldentW Wolenhnd DIeWCI: Rice Cneb WateMee District (RCWD) Rmtl Mileage 0 IF or a.v0 are, Mrml Lighting as real Propmed Utatwc saw". Mumaltal (aweml.) Water. Municipal (awOeMe) Rat Area: Ttlm Anew 74.402 sq. n - 1.71 acres Prot M ROW: 0 eµ n. = 0.W cram ,. Arw: 0 ea. R. - am owes omignn/Soveler. Hakmam Anderson Aama 3601 Thurebn Aaenu. Maba Mn 55W3 (763) 427 -5660 Building San.. Front Yam - 25 Feet Ske was - 7 Feet Cana sine ram - 12 Fast Rear Ywd - 20F Of IW depth Lot Surn ry. Numb., of Lots 7 Largest Lou 1573 acne = 16,233 p. R. Smallest Lot: 0.193 acres 8424 p ft. triage Lot Arw: 0.2N acne - 10.629 m.ft. Dmaity. 4.09 Late ... And Owner/Sulac Nolen. Thames Bmmo II 3=%M Ma. NE SL Anthony MN SH21 (612) 701 -5979 1 1( 1 1 1 1 1 \\ NOTES- 1. The underground utilities shown have been loroted from field survey information per Gopher Slate One $ \ \ 1 \ \ \ \ \ Call Ticket No. 161723616 and avoloble records The surveyor makes no guarantees Nat the \ \ \ \ underground utilities shown comprises all such utltes in the area either in service or abandoned The \ \ \ \ \ surveyor further does not worront that the underground utilities shown are in the exact location \ \ \\ \ \\ \ \ \ \\ indicated although he does certify that they are located as accurately as posstle from information \ \ \ \ \ available. The surveyor has not physically located the underground utilities. Prior to any excavation, contact Gopher State One Call for an on -site location (612 -454- 0002). The subsurface utility information on this survey is utility quality level D, This quality level was delerminetl according to the guidelines of G /ASCE 38 -2, entitled "Standard Guidelines for the Collection and Depiction of Existing \ \ p 5'\ 1 \ \1 1 1 ( Subsurface Utility Data. t 1 \ 1 1 2. The professional surveyor has mode no investigation or independent search for easements of record, 1 encumbrance, restrictive colenonts. ownership title evidence, or any other facts that on accurate and current title search may disclose. T \ \ \ \ \ 1 I 1 3. Bearings are based on the Anoka County Coordinate System NAD83 (1996 Adjustment). It 11 '\ \\ '1 111 11 4. Site Topography depicted per field locations (1 foot interval). 11 1 1 I � 1 1 X 1 1 1 1 1 1 1 1 1 111 11 \I ; I II II 1 11 1 1 / \ 11 \ \ \ \ 1 1 1 1 -a1. rw� � 11 11 1 11 '1 1 11 e Swale°) 1 1 1 1 1 1 1 I N NOTES- 1. The underground utilities shown have been loroted from field survey information per Gopher Slate One $ \ \ 1 \ \ \ \ \ Call Ticket No. 161723616 and avoloble records The surveyor makes no guarantees Nat the \ \ \ \ underground utilities shown comprises all such utltes in the area either in service or abandoned The \ \ \ \ \ surveyor further does not worront that the underground utilities shown are in the exact location \ \ \\ \ \\ \ \ \ \\ indicated although he does certify that they are located as accurately as posstle from information \ \ \ \ \ available. The surveyor has not physically located the underground utilities. Prior to any excavation, contact Gopher State One Call for an on -site location (612 -454- 0002). The subsurface utility information on this survey is utility quality level D, This quality level was delerminetl according to the guidelines of G /ASCE 38 -2, entitled "Standard Guidelines for the Collection and Depiction of Existing \ \ p 5'\ 1 \ \1 1 1 ( Subsurface Utility Data. t 1 \ 1 1 2. The professional surveyor has mode no investigation or independent search for easements of record, 1 encumbrance, restrictive colenonts. ownership title evidence, or any other facts that on accurate and current title search may disclose. T \ \ \ \ \ 1 I 1 3. Bearings are based on the Anoka County Coordinate System NAD83 (1996 Adjustment). It 11 '\ \\ '1 111 11 4. Site Topography depicted per field locations (1 foot interval). 11 1 1 I � 1 1 X 1 1 1 1 1 1 1 1 1 111 11 \I ; I II II 1 11 1 1 / \ 11 \ \ \ \ 1 1 1 1 -a1. rw� � 11 11 1 11 '1 1 11 e Swale°) 1 1 1 1 1 1 1 I N N 1 j 1 1 1 II 1 11 1 1 I � 1 1 X 1 1 1 1 1 1 1 1 1 111 11 \I ; I II II 1 11 1 1 / \ 11 \ \ \ \ 1 1 1 1 -a1. rw� � 11 11 1 11 '1 1 11 e Swale°) 1 1 1 1 1 1 1 I N N 1 j 1 1 1 1 1 1 I 1 1 1 1 1 30 0 30 50 N. \\ \\ N. \. SG IN F11T \\ \\ \\ \\ 1 \ \ \ N. f Hakan Anderson Civil Engineers rs and Land Surveyors 3601 Thurston Ave., 0 Anoka, -427 Minnesota 05 55303 7fi3- 427 -5w. FAX 7.corn -0520 www.haa- Inc.com T3 ADDITION 0RAx1A9E AND UnuTY F/3Hw1S ARE SHOWN THUS: i r- -5 a _I__ °_J ' (NOT TO SCALE) ' 6eMg 1a0o hM N Ulan and aelaNmg M Fling" of ear INaa Whem aMerewe Maw this plot and han, 500 foot In wale and adjoining all eke and na ant lines unless otherwke ahem on new plat. LEGEND • = DENOTES FOUND IRON MONUMENT 1X1_ DENOTES GATE VALVE -6-= DENOTES HYDRANT ®= DENOTES SANITARY SEWER MANHOLE ® = DENOTES STORM SEWER MANHOLE O - DENOTES UTILITY POLE -1 -- DENOTES WATER LINE -> -- DENOTES SANITARY SEWER LINE -= DENOTES STORM SEWER LINE ,r' = DENOTES SIGN ( = DENOTES DECIDUOUS MEE - DENOTES DECIDUOUS TREE - DENOTES EXISTING CONCRETE SURFACE - DENOTES EXISTNG BITUMINOUS SURFACE PRELIMINARY PLAT I SHEET 1 CITY OF COLUMBIA WEIGHTS ANOKA COUNTY, MINNESOTA SHEETS 4" I m I I g� I I -NoM low et Lot 11 Birk 1, WALTCNS "NY ACRE S895rOS'E 299.44 j A I yam{ F_ / l3r „try, T-1 -,. I 1 f I i� y�2a._ Vlw 1Ii In a I Iman9 I "1Rf' L— . ___ g I n - 27.0 -- -..� I L_ � 1 __ •\ mw I �, 6� 1_ €3 �I - 274 •NW 1p we F leY i- Eeeunm�tA r o aw Y Wales Une Ea annt I �YOflq.ay rN I Ai',r -pa CT. Na 051W end ^ Downfall ' o gN I 7 , Da. Na 1RDe 35.0 f 1 'Co. / 5 Ina - :3� I I � 1i IR aI •� / _ z 1�t-0l' /Xa I Y,,rTNijS —1 am i � I l V - 27.4 - �y - 314 yid 4 m h 1-522 1JY.K' J 129.88 i�11AAAttt++E'" ' _ _N8351'46E n532 Rte•' ' 1 rem_ �ur1, tin. of La 13 1• I 7 _,y 0 � t�.yCt3'� 1 wuTars s�NN I 1 n 1< r 1 1 W z 0 Q LJ J D O M z O (n z V) rn 3 iv 8 DESCRIPTION OF PROPERTY To BF SUBDIVIDED: Lets 12 and 13, 81od 1, WALTONS SUNNY ACRES ADDITION TO COLUMBIA H8GHT5 MINNESOTA, Make County, Minnesote. llnkalla% Oty of Cmumbio 16010 Editing 20 ITT R -f Sngle F.Oy Rtidd nlim Oktrkl P"aaad U- union Rgld-Od wotaehea Iscrot Rloe Lteak MMVahad ON4k4 (RCRD) Rood Mileage: 0 li or ON W. Street L19hling oa 1.11. Prop.o d ummes Plot N x INf. Munlelpat (ow➢able) Talm Ma¢ 70.402 q, fl 1.71 n wan cap park Proposed 001. f. - =0 warn eq. M1 = pA0 area Coi9ner/Airvelm: Hot°nwn Mdamn kmoc Met Thurston Avenue Moto. NN 553N (763) 427 -5380 BuOaNg SaLawlao Front Yard - 25 Feet Sae Yard - 7 Feat Gila W. YaN - 13 Feet Res YA - 20.5 of lot di th Lot Son,wo, 1 T o underground utilities shown have been located from field arwy Information per Gopher State One Call Ticket No. 161723616 and available records. The surveyor makes no guarantees that the underground utilities shorn comprise Number of taboo 7 nl Sm Imr Lot M195 earn a42f aQ fL Menage Lat Are¢ 0244 ova. ° lam acm Canalty 4.09 Lob par Ave O,mw/subdrodo- nomm bon. II y w 3302 Nth Ave NE 3 SL MMany, NN 55421 S. (612) 701 -s979 O 30 SO SC.N.E IN 1:11913' r..' canny mar m. Pan, 'Poo, non, .r upon was efmm2 kn pond " m. °' "milt my d'""' "pps." "ion died d that l CRC Hakanson Anderson tm a du P inil ntl Survryor antler Iha aws .f m ms wool R: Civil Engineers and Land Surveyors SMM 3601 Thurston Ave., Anoka, Minnesota 55303 R. CHW 0. amt n: 763 - 427 -5860 FAX 763 -627 -0520 Date 08/03/16 _ Lie. No. 18420 CRC www.haa- inc.com T3 ADDITION DRANACE sND UMMI" E4SENENTS AtE sinew 1HUs l 5 T (NOT TO SCALE) Bain, md0 feM m width and mpmmg .0 right wf way swe .oleo adiewo a awnri . Ml. oar aM berg a.W fnl h wlalh and .dpoing all aloe and nor lot IN® _ji,w dwrox ahem n Mb PML LEGEND is = DENOTES FOUND IRON MONUMENT = DENOTES GATE VALVE = DENOTES HYDRANT ®= DENOTES SANITARY SEWER MANHOLE = DENOTES STORM SEVER MANHOLE pY DENOTES UTILITY POLE -I -= DENOTES WATER LINE - -= DENOTES SANITARY SEWER UNE - -= DENOTES STORM SEWER UNE �= DENOTES SIGN i = DENOTES DECIDUOUS TREE rr = DENOTES DECIDUOUS TREE - DENOTES EXISTING CONCRETE SURFACE uu I = DENOTES E%STMG BITUMINOUS SURFACE SITE EXHIBIT CITY OF COLUMBIA HIEGHTS ANOKA COUNTY, MINNESOTA SHEET 1 SHEETS 1 T o underground utilities shown have been located from field arwy Information per Gopher State One Call Ticket No. 161723616 and available records. The surveyor makes no guarantees that the underground utilities shorn comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location Indicated although he does certify that they are located as accurately as from information possible available. The aurveyor has not physically located the underground utilities. Prior to any excewOm, contact Gopher State One Call for an on -site location ((6112- 454-0002). 2- 450002). The subsurface utility Interaction on this survey is utility quality level D. This quality level was determined 1 ording to the guidelines of CI /ASCE 38-2, entitled 'Standard Guidelines for the Collection and Depiction of Existing Subarface Utflity Oata. y w 2. The professional arveyw has made no investigation a independent retch for easements t title se record, enwclose. .restrictive cavenants, ownership title evidence, or any other facto that on accurate and wmant title search may disclose. 3 3. Bearings are based an the Moka County Coordinate System NAD83 (1996 Adjustment). S. 4. Site Topography depicted per field locations (i foot Interval). 3 el 5. Homes shown are for Illustration purposes only. Individual homes are to be custom designed. O 30 SO SC.N.E IN 1:11913' r..' canny mar m. Pan, 'Poo, non, .r upon was efmm2 kn pond " m. °' "milt my d'""' "pps." "ion died d that l CRC Hakanson Anderson tm a du P inil ntl Survryor antler Iha aws .f m ms wool R: Civil Engineers and Land Surveyors SMM 3601 Thurston Ave., Anoka, Minnesota 55303 R. CHW 0. amt n: 763 - 427 -5860 FAX 763 -627 -0520 Date 08/03/16 _ Lie. No. 18420 CRC www.haa- inc.com T3 ADDITION DRANACE sND UMMI" E4SENENTS AtE sinew 1HUs l 5 T (NOT TO SCALE) Bain, md0 feM m width and mpmmg .0 right wf way swe .oleo adiewo a awnri . Ml. oar aM berg a.W fnl h wlalh and .dpoing all aloe and nor lot IN® _ji,w dwrox ahem n Mb PML LEGEND is = DENOTES FOUND IRON MONUMENT = DENOTES GATE VALVE = DENOTES HYDRANT ®= DENOTES SANITARY SEWER MANHOLE = DENOTES STORM SEVER MANHOLE pY DENOTES UTILITY POLE -I -= DENOTES WATER LINE - -= DENOTES SANITARY SEWER UNE - -= DENOTES STORM SEWER UNE �= DENOTES SIGN i = DENOTES DECIDUOUS TREE rr = DENOTES DECIDUOUS TREE - DENOTES EXISTING CONCRETE SURFACE uu I = DENOTES E%STMG BITUMINOUS SURFACE SITE EXHIBIT CITY OF COLUMBIA HIEGHTS ANOKA COUNTY, MINNESOTA SHEET 1 SHEETS T3 ADDITION SITE DEVELOPMENT PLANS FOR THOMAS BRAMA II CITY OF COLUMBIA HEIGHTS 1Hakanson �Ander ,,,,,,Anderson _ CIA Enelnaen and Land Survsyen A ! 3601 Thurston Ava., Anoka, Minn eael. 55303 763 -427 -5560 FAX 763 -427 -0520 THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38 -2, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." l�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hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 72Z E41-0 TIMOTHY A. EDGE .E. HAKANSON ANDER DESIGN ENGINEER DATE I REVISION 43362 DATE 7/26/16 LIC. NO. 1 OF 7 Ifl 45TH AVENUE � � � rc a w ~ N J a as as 2 O N m Z 3 N a 44TH AVENUE z m NNENO� AgtN r PROJECT" t. LOCATION 43RD AVENUE SILVER LAKE BEACH OJ 0 O W SILVER � LAKE TT O m O z 1Hakanson �Ander ,,,,,,Anderson _ CIA Enelnaen and Land Survsyen A ! 3601 Thurston Ava., Anoka, Minn eael. 55303 763 -427 -5560 FAX 763 -427 -0520 THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38 -2, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." l�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hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 72Z E41-0 TIMOTHY A. EDGE .E. HAKANSON ANDER DESIGN ENGINEER DATE I REVISION 43362 DATE 7/26/16 LIC. NO. 1 OF 7 oa nK NY I REMOVE i BUILDING REMOVE / RETAINING WALL — _____ / I _ RETAIN G WAL Or MH \ E IE(N) - 951.1 �I IE (S)=951.1) II / 0 Ir jt6 —t ^ 1 _ �' .// GARDEN l' / �� REMOVE FENCELINK I SAWCUT AND REMOVE REMOVE GARDEN // . -- k II I I BITUMINOUS PAVEMENT Al rn' :° So, h I______ `, v 1 �V t l l l l r' // CLEAR ' /& iE= 95.40 1 59-2 / GRUB TREE 1 1 / IE�(N -94900 1 CLEAR g __ v � 1 1 1 1 / / / 5 / TYP. r III I 1 1 1 1 1 1 1 / / A / l ) �� �� IE 1 S)= 949 -00 I GRUB TREES •. 1 i; •. / I I I I � I' I � I I (TYP.) -• ./ / // "/ AI 111111 I 11 '1111 I I 1 1 / / / / , m" 1 1 A ^/ IIII 1 1 I 1 1 1 I / I REMOVE I a v 1 I BIiMINOUSI REMOVE ° v h / / e ./ II11j 11 1 I A A 1 i• I VEMENII v s 1 /' / .; / ` //. c I I • II I I 1 1 1 A A 1 1 �WAILBOX ro A s /. •/ y IIIIIIiI 111' 1 I I 1 111 A1111 v A A \ �' 61 m -v REMOVE 9 v i9 CONCRETE c n 11 1 PAVEMENT REMOVE i CONCRETE NSB -4 SB -3 '"/ I CURB AND • I ° •. � /" � � rn m e 0� / / - / I / / / / / / / / // / / / / / / / / / ,9 / A 1 I 11 GUTTER // / / // /% / / // // CHAINLINK ' F /' FENCE ,v .• /i �� / / _ -_�- _- // / j / / / l/ / / / l / / 1 1 � v � � �/ v °� I 1 '. 1 1 SAWCUT BITUMINOUS 'PAVEMENT • % _ - / / / / / / / / / / / / / / / 1 1 6 / / / / i / / , / / / S O M H 1 1 \_ RE- 949.011 - (N)-933,61' = 93$.51 1 I IE (S) 1 /z, BI I 8�p I 20 0 20 ao RE -9a 4 / , �/� / �% • /1`''G — — i�i� d I IF (�)= 962,44 — _ p IIE ($)= 942.441 Scat[ w rECr // P"POred ny sae °f "ad'• -, tlred °YP' " "'O" and ''�a" TAE Hakanson Anderson I I EXISTING TOPOGRAPHY I SHEETa amy ucensed Professional Engineer under 1ne Iawe of me state of M1 a. mw e. Ciyil Engineers and Land Surveyors TpE 3601 Thurston Ave., Anoka. Minnesota 55303 T3 ADDITION AND REMOVALS PLAN IM HT A. t>ramn'. 763-427 -5660 FA% 763- 427 -0520 CITY OF COLUMBIA HEIGHTS, MINNESOTA Dote7 /26/16 Lic. No. 43362 CJJ www.hokonson- andemon.com TS GENERAL NOTES: 1. SEE SHEET 4 FOR UTILITY INFORMATION. RETAINING 2. PRIOR TO IMPORTING OR EXPORTING MATERIAL FROM THE SITE, WALL 1Q _ _ II _ _ I ,' , CONTRACTOR SHALL CONSTRUCT A ROCK CONSTRUCTION RETAINING � I a7 - - -_ _ _ - ! I ° �I -- / -- ' WALL "J�� �/ , ENTRANCE PER. MM �' T -9]7.D 1 5 / 3. SEEe6 FOR ADDITIONAL GRADING DETAILS. / _� B- 9]2.3,' _ - -F- -9]1.0 ._- -1 i �� l .// 1 / o' l / / / / , B -9]90 _ o7f-- T -9]2.0 / /1 �� _ 8 -911.D , _I I / /. / / ,/� REFERENCE NOTES: B- 874.0,_ _ _ _ _ _ _ _ _ -- Q RETAINING WALL SHALL BE DESIGNED BY A LICENSED - __ _ _ - __ _ _ _ ___ _ ___ -__, � I ENGINEER. _/ QFUTURE DRIVEWAY LOCATIONS SHALL BE VERIFIED PRIOR TO POURING CURB. DROP THE BACK OF THE CURB AT THE FUTURE _ _ I DRIVEWAY LOCATIONS. � " I I // / / - o' -�87- //" A © AGGREGATE BASE AND BITUMINOUS PAVEMENT DEPTHS SHALL MATCH THE EXISTING DEPTHS ON STINSON BOULEVARD. 965 3 / I I m �- - -_- _ _ 5 I� v �m 964 ! �On MH I m 'n m - - 863 - / RE- 962.37 1 �m mda do - / a 962 ` IF (N)= 951.10 m __ -- _ - IF 5 951.1] 1 � 961 I I _( )_ GA =972.0 I `� - _ I I an LF =964.8 960 0- 9So 1 _ CONSTRUCT B618 V 11A \1\I 1 111 n m e m m 6 JGUTTER PER MN�DOT ��CONCRETE CURB AND I � -� J1+14� `•�+_: / 971 ml 9 6 - y \ m \1 \ I h I FB i v I s &T NO PLATE 7100 Q -O of I 1 J 5 O 1 A i / v°ji �� I l L / °• T1882.0 I �. ' CF =959.6 , a, I 1 51.9 S 2 �E- 95�.40I II _989.6 1o,`�Vm /� /� �/ ep IE (N) 49 m 956 IE I(9) =94 9.00 1 m�do ./ - ' /.• / I I � I I 2 RETAINING 957 WALL RECONSTRUCT - - - --- T -972.0 I _ v \ STREET SECTION T -9]2.D -967.0 / 9 B -972.0 I > > > ,U - i1 914 �/ •/ /e, / +`: :. - - / 1 II1 1I 1I I 1 1 I T-977.0 1l977.0 M ' T M, T I -958.5 ,I 6 111JI -8 B 854..2 2 1 I 8 e an m \ \ \I 9,54.7// 5 / 9 2. v 7� ImQ' / ��' v. ,o . • • - i� \ \ \ \ \ 9 / / 953 '•V RETAINING WALL (j) 1� .. - - i • T -96A .5v 1 / / / / / / / / / / / / /I I 1 1 A a •.� /. / 11-977,1) 1 �/ FB / l /// I l 1 1 1 l// / /� 4 I I / // / m 'S FB _ �v II I I LEGEND / u' °�' GF =953.5 m I ad / �GF =977.0 / 1 / / // / / / / / / w v v v LF =94.3 � I ! / / / / / / // / / � / LF =945.8 � u v 1 I 1 2 SILT FENCE PER e /RETAINING / S 4, / / , / / / / // / l / / / / // / i' SB -3 \ n I 1 DRAINAGE ARROW - i WALL 1Qi/ / / m-°'ro / / / / / - i ,� // j / / / /l l/ /i / / / 952 7 1v A II da g7 al v \I AI J 1 T -906.3 r TOP OF RETAINING WALL ELEVATION 9-904.0 R_ GROUND AT BASE OF i -8 .0 RETAINING WALL7 0 -9 RE- 949.01 o _959 , -� / /'/ "i 9.0 / / /�/ /i' /,' /�' _ -____ 5 - \IE (Fi) =933.1 '/ 979.0 � L, ASE (� °93�J �� JE (S) =9 ^ o DA REVISION I Heiser rrmr that this eJan. .veclnoonoe, or raven was � n: I 0 Proparee by or under my dred supervision and that I �--��--_---_t Hakanson Anderson n o am o duly Lleensed Professional Engineer under the Iowa TAE N o at the State of Ncn o esa B: Civil Engineers and Land Surveyors daI TAE 3601 Thurston Ave., Anoka, Minnesota 55303 T3 ADDITION iIMOiNY A. WITH* P.E. pmBm 763- 427 -5860 FAX 763- 427 -052D -Rx Date 7/26/16 L1c, No. 43362 CJJ www.hakanson- anderson.com l� 20 0 20 40 SCALE IN FEET GRADING, DRAINAGE AND Ix EROSION CONTROL PLAN CITY OF COLUMBIA HEIGHTS, MINNESOTA a I 0 I I I CONNECT TO EXISTING — 1" CURB STOP (I 3 % 1" TYPE "K" r INV= COPPER PIPE 954.30 22LF 4" O 5 1" TYPE "K" COPPER PIPE, 1" CORPORATION AND 1" CURB STOP AND BOX 1 INV =� 954.30 PVC WYE SAN /MH /2 48- DIA. (R -1733) RIM / RIM = 963.90 (E)INV= 951.90 / (W)INV= 952.00 i �9OLF 4" PVC O 2.79% r O�OG Z -T- - - -- - - - -- - -- - 1" TYPE "K" RLIIJIVIY COPPER PIPE, ey4 d TAE 1" CORPORATION I AND 1" CURB 4" PVC- 0 2.00% STOP AND BOX (R) 5 1 4" PVCJ O 2.00% Maw re TAE Dealer. CJJ 6 4" PVC J 99LF 4- PVC O 2.00% i" TYPE K" 8 "X6" DIP REDUCER, O 2.54% i CONNECT TO COPPER PIPE, 1" CORPORATION 6" DIP WATERMAIN, I 1" EXISTING CURB STOP 1Q AND 1" CURB 6" GATE VALVE AND \ - STOP AND BOX BOX AND HYDRANT(5) I 8° DIP 1" TYPE "K° WATERMAIN. COPPER PIPE 2 CONNECT TO EXISTING SEWER AND WATER s SERVICES ® 151LF 8" PVC- 0 4.57% 22LF 4" O 5 1" TYPE "K" COPPER PIPE, 1" CORPORATION AND 1" CURB STOP AND BOX 1 INV =� 954.30 PVC WYE SAN /MH /2 48- DIA. (R -1733) RIM / RIM = 963.90 (E)INV= 951.90 / (W)INV= 952.00 i �9OLF 4" PVC O 2.79% r O�OG Z -T- - - -- - - - -- - -- - 1" TYPE "K" RLIIJIVIY COPPER PIPE, ey4 d TAE 1" CORPORATION I AND 1" CURB T3 ADDITION STOP AND BOX (R) 5 1 4" PVCJ O 2.00% 4 In TYPE "K" COPPER PIPE, 1" CORPORATION AND 1" CURB 4" STOP AND BOX O 2 I GENERAL NOTES: 1. ALL SANITARY SEWER STRUCTURES SHALL BE PRECAST CONCRETE SECTIONS PER MN /DOT STANDARD PLATE 4007. 2. MAINTAIN A MINIMUM OF 7.5 FEET OF COVER OVER WATERMAIN AND SERVICES. REFERENCE NOTES: 11) LOCATION OF EXISTING SERVICES AND WYES SHALL BE VERIFIED N, PRIOR TO CONSTRUCTION. J I I Q CONSTRUCT WATER SERVICE PERe3 7 Q3 CONSTRUCT SEWER SERVICE PER . (?)THE LOCATION OF THE SERVICES TO THE EXISTING HOUSE SHALL I BE VERIFIED PRIOR TO CONSTRUCTION, PROPOSED SERVICES MAY S HAVE TO BE REVISED BASED ON THE LOCATION OF THE EXISTING San MH SERVICES. RE= 962.37 IE (N)= 951.17 CONSTRUCT HYDRANT PER 7 I IE (S)= 951.17 CONNECT TO EXISTING 4" CIP SEWER SERVICE 1Q V I SAWCUT CLAY SANITARY I SEWER AND CONNECT TO EXISTING SANITARY SEWER CB WITH AN 8 "14° PVC WYE (3 RE (N)= 949.00 40 IE (N)= SAWCUT DIP WATERMAIN - I AND CONNECT TO EXISTING IE (8)= 949.00 WATERMAIN WITH AN 8 "X8" DIP TEE AND 8" GATE VALVE AND BOX v SAWCUT CLAY SANITARY - I SEWER AND CONNECT TO EXISTING SANITARY SEWER CONNECT TO SAN /MH /1 48" DIA. (R -1733) EXISTING RIM = 954.10 V WATERMAIN (N)INV= 944.77 (S)INV= 944.49 v SAWCUT CLAY SANITARY (W)INV= 945.00 SEWER AND CONNECT TO EXISTING SANITARY SEWER WITH AN 8 "X4° PVC WYE (3 V I I CONNECT TO EXISTING v WATERMAIN I CONNECT TO v EXISTING 4" WYE 1Q v v San MH RE= 949.01 s - I IE (N)= 933.61 IE (S)= 933.51 I B RE 948.04 IE (N)= 942.44 IE (S)= 942.44 �TT 1� 20 0 20 40 SCALE IN FEET VFIG RLIIJIVIY riaraul �ur,vl rna, rn,a piunr aPac,nwnvn yr —pan "as ;r °laws by .1 °' aas °' "' °'"" `°°°""'°^ ° ^ °' " °" ai° duly Uaeneed Pra+eeelonal Engineer under e,e lowe mw s"e o+ uln a TIMOTHY A. E I H Data 7/26/16 Lic. No. 43362 ey4 d TAE Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763- 427 -5860 FAX 763- 427 -0520 www.hokonson— ondemon.com T3 ADDITION UTILITY PLAN CITY OF COLUMBIA HEIGHTS, MINNESOTA ggEET 4 of SHEETS Maw re TAE Dealer. CJJ