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Home My WebLink About2014-12-02J Planning and Zoning Commission Meeting Tuesday, December 2, 2014 7pm Columbia Heights City Hall 590 40th Avenue NE Columbia Heights, MN 55421 1. Roll Call a. Approval of September 3, 2014 Meeting Minutes 2. Public Hearings a. Case # 2014 -1201 A, Site Plan Approval Randy Rauwerdink, Applicant Venture Pass, Inc. b. Case # 2014 -1201 B, Preliminary /Final Subdivision Plat Approval Randy Rauwerdink, Applicant Venture Pass, Inc. 3. Other Business a. Updated Single Family Rental Map and Foreclosure Map b. League of MN Cities Land Use Training Update 4. Adjourn MINUTES OF PLANNING AND ZONING COMMISSION SEPTEMBER 3, 2014 7:00 PM The meeting was called to order at 7:00 pm by Chair Marlaine Szurek. Commission Members present- Little, Fiorendino, Lee, and Szurek. Members Absent: Kinney Also present were Loren Wickham (Asst. Community Development Director), Elizabeth Holmbeck (Planner), and Shelley Hanson (Secretary). Motion by Fiorendino, seconded by Little, to approve the minutes from the meeting of July 1, 2014. All ayes. MOTIONPASSED. PUBLIC HEARINGS CASE NUMBER: 2014 -0901 APPLICANT: Le Nguyen LOCATION: 4220 Central Avenue NE. REQUEST: Zoning Amendment/Rezoning Holmbeck explained that Le Nguyen (property owner) is requesting a rezoning of the property located at 4220 Central Avenue NE. from Limited Business District (LB) to General Business District (GB). According to the applicant, it has been hard to find and retain tenants since the building was purchased in 2007, due to the economic downturn. Additionally, the owners have lost potential tenants, because the proposed uses were not permitted in the Limited Business Zoning District. Recently, El Taco Loco, a taco food truck that currently operates in the parking lot outside of the building, approached the owner and requested to rent indoor space. With the food trucks success and popularity, the hope is to expand the business and allow for the business to stay open during the winter months by adding a small restaurant in the building. This is only possible if the property is rezoned, as the current zoning only allows for prepackaged food. Finally, if the property is of businesses to locate in building. rezoned, to General Business, there would be more opportunities for the owner to allow various types COMPREHENSIVE PLAN The Comprehensive Plan currently guides the property for Commercial Use. Therefore, the rezoning of the property from Limited Business to General Business would be consistent with the intended use of the property, and thus consistent with the Comprehensive Plan. ZONING ORDINANCE The property is located in the LB, Limited Business Zoning District. The properties to the north are zoned LB, Limited Business. The properties to the south are zoned GB, General Business District. The properties to the east are zoned LB, Limited Business and GB, General Business. The properties to the west zoned R2A, One and Two Family Residential. Planning & Zoning Minutes Page 2 September 3, 2014 FINDINGS OF FACT Section 9.104 (F) of the Columbia Heights zoning code requires that the City Council make each of the following four findings before approving a zoning amendment: 1. The amendment is consistent with the Comprehensive Plan. The Comprehensive Plan currently guides the property for Commercial uses. Therefore, the rezoning of the property from Limited Business to General Business would be consistent with the intended use of the property, and thus consistent with the Comprehensive Plan. 2. The amendment is in the public interest and is not solely for the benefit of a single property owner. This is correct. The proposed rezoning will allow for a wider variety of businesses to be located at the property, thus strengthening our commercial corridor along Central Avenue. 3. Where the amendment is to change the zoning classification of a particular property, the existing use of the property and the zoning classification of property within the general area of the property in question are compatible with the proposed zoning classification. This is correct. 4. Where the amendment is to change the zoning classification of a particular property, there has been a change in the character or trend of development in the general area of the property in question, which has taken place since such property was placed in the current zoning classification. The trend of development and redevelopment along Central Avenue has promoted Central Avenue as the main commercial corridor for Columbia Heights. The Limited Business zoning classification is restrictive in allowing the types of uses that are compatible with the remainder of Central Avenue. The General Business zoning classification is more consistent with the types of uses along Central Avenue. Staff recommends approval of the proposed Zoning Amendment for the rezoning of the property located at 4220 Central Avenue NE. Questions/Comments from members: Little asked if a restaurant would be allowed as a Conditional Use if the zoning stayed at Limited Business. Holmbeck stated that only a Deli or Coffee Shop type restaurant with pre- packaged foods would be allowed. He then asked why it wasn't zoned General Business in the first place. He noted that some of the properties in this block along Central Ave are GB and some are LB. Fiorendino stated he thinks LB zoning is used when properties abut residential areas, although both the zoning districts in this block abut residential areas to the rear. Little asked if neighboring properties were notified of this case. Holmbeck told him they were and that no one contacted her with any comments or concerns. Little said he would support this if it helps them attract businesses to locate there as the site is narrow and parking is limited, so it is a challenge. Planning & Zoning Minutes Page 3 September 3, 2014 Fiorendino asked if any structural changes or additions would be made to the building. Holmbeck stated that kitchen equipment may have to be added to accommodate preparation of the food. He asked if that would have to come before the Commission again for a Site Plan approval. Holmbeck stated it would if the restaurant decides to proceed with their plans. She told members plans would also need to go to through the building permit process, as well as Anoka County Health Dept. Holmbeck reminded members that they are just approving the re- zoning of the property tonight which is the first step that is needed to allow more business uses for this site. Lee asked if the re- zoning was for the 4220 Central Avenue building only. Holmbeck explained that the long building is actually two addresses (4220 & 4230 Central), owned by two different parties, even though they look like one parcel. This request is for the 4220 Central Avenue address (south portion of the building) only. Fiorendino asked if the city had considered re- zoning both addresses. Holmbeck stated that the owner of the other parcel would have to make a request to do so. He was notified of this hearing and did not contact staff to express an interest in re- zoning his property also. Public Hearing. There was no one present to speak on this matter. Public hearing closed Motion by Fiorendino, seconded by Little, to waive the reading of Resolution No. 2014 -65, there being ample copies available to the public. All ayes. MOTIONPASSED. Motion by Fiorendino, seconded by Little, that the Planning Commission recommends the City Council approve Resolution No. 2014 -65, being a resolution approving the Zoning Amendment for the rezoning of the property located at 4220 Central Ave. NE. All Ayes. MOTIONPASSED. This will go to the City Council at the September 8, 2014 meeting. RESOLUTION NO. 2014-65 RESOLUTION APPROVING A ZONING AMENDMENT FOR REZONING THE PROPERTY LOCATED AT 4220 CENTRAL AVENUE NE. WHEREAS, a proposal (Case #2014 -0901) has been submitted by Le Nguyen to the City Council requesting a Zoning Amendment from the City of Columbia Heights at the following site: ADDRESS: 4220 Central Avenue NE. LEGAL DESCRIPTION: On file at City Hall. THE APPLICANT SEEKS THE FOLLOWING: A Zoning Amendment for rezoning the property located at 4220 Central Avenue NE. P & Z Minutes Page 4 September 3, 2014 WHEREAS, the Planning Commission has held a public hearing as required by the City Zoning Code on September 3, 2014; WHEREAS, the Planning and Zoning Commission has considered the advice and recommendations of the City staff regarding the effect of the proposed Zoning change 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. WHEREAS, the Planning Commission has reviewed and recommends approval of the proposed rezoning from LB, Limited Business District to GB, General Business District. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Columbia Heights after reviewing the proposal, that the City Council rezones 4220 Central Avenue NE. to "General Business District', and accepts and adopts the following findings of the Planning Commission: 1. The amendment is consistent with the Comprehensive Plan. 2. The amendment is in the public interest and is not solely for the benefit of a single property owner. 3. Where the amendment is to change the zoning classification of a particular property, the existing use of the property and the zoning classification of property within the general area of the property in question are compatible with the proposed zoning classification. 4. Where the amendment is to change the zoning classification of a particular property, there has been a change in the character or trend of development in the general area of the property in question, which has taken place since such property was placed in the current zoning classification. Passed this 8t° day of September 2014, Other New Business Wickham reminded members they were invited to attend a panel discussion by the Urban Land Institute called Navigating the New Normal. This discussion panel that will take place Thursday, September 11, 2014, at Murzyn Hall from 5 -7 pm. The City Council, City Staff, EDA Members, and Planning & Zoning Commission members are all invited to attend this discussion about re- development trends and a realistic outlook about the possibilities particular to our community due to demographics, transportation, and the overall real estate market. Wickham then told members that Holmbeck would be sending out information regarding an on -line Land Use seminar offered by the League of MN Cities. City Councilmembers and P & Z Commission members will be asked to participate in this educational opportunity which in turn will qualify the city for a reduction in Insurance premiums. P & Z Minutes Page 5 September 4, 2014 Wickham also invited members to another community event being held Saturday, September 27, 2014 on the old Mady's site. Staff is working with a consultant to organize the event that will include local businesses, food vendors, local artists /musicians, etc. The purpose of the event is to gather input from residents and community leaders on what they would like to see developed on the empty site. The cost of the event is covered by an Active Living Grant that the City was awarded, and will be held rain or shine. Tents will be used if the weather is questionable. It was noted the next meeting would be Tuesday, October 7`s, 2014. The meeting was adjourned at 7:25 pm. Respectfully submitted, Shelley Hanson Secretary �[Luj CITY OF COLUMBIA HEIGHTS PLANNING REPORT (1) CASE NUMBER: 2014 -1201 DATE: November 24, 2014 TO: Columbia Heights Planning Commission APPLICANT: Randy Rauwerdink, Venture Pass 19620 Waterford Court Shorewood, MN 55331 DEVELOPMENT: Central Gateway Plaza LOCATION: 5220 Central Avenue NE REQUEST: Site Plan Approval PREPARED BY: Elizabeth Holmbeck, Associate Planner INTRODUCTION Randy Rauwerdink, representing Venture Pass Partners is requesting Site Plan Approval for the property located at 5220 Central Ave. NE. Venture Pass Partners is proposing to renovate the existing vacant building to create a multitenant commercial retail facility. Additionally, the applicant is requesting to subdivide and plat the existing lot into two lots of record to allow for a second freestanding restaurant to be constructed on the southern portion of the lot. ZONING ORDINANCE The property located at 5220 Central Ave. NE is located in the General Business (GB) Zoning District. The properties to the north, south and west are located in the General Business (GB) Zoning District and the properties to the east are located in the City of Fridley and consist of commercial uses. COMPREHENSIVE PLAN The Comprehensive Plan guides this area as Commercial. Renovating the existing vacant building to accommodate a multi- tenant commercial retail facility and constructing a freestanding restaurant on the property is consistent with the City's Comprehensive Plan. City of Columbia Heights Planning Commission November 25 2014 Central Gateway Plaza- Site Plan Review Case # 2014 -1201 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. The following components are requirements of the Design Guidelines Highway District: • Buildings may be set back a maximum of 85 feet from the sidewalk, in order to allow for two rows of parking and drive aisles plus landscaped frontage. • The primary fagade(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. • Building height shall be a minimum of 22 feet. • Where commercial or office uses are found on the ground floor, at least 20 percent of the ground floor fa4ade fronting Central Avenue and 15 percent of any two side or rear facades shall consist of window and door openings. • The building should have a well- defined front fagade with primary entrances facing the street. • Building colors should accent, blend with, or complement surroundings. • No more than two principal colors may be used on a fagade 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. • 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 fa4ade, provided that it is used only on the lower third of the building wall. R Architectural details such as ornamental cornices, arched windows and warm -toned brick with bands of contrasting color are encouraged in new construction. 0 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. Page 2 City of Columbia Heights Planning Commission November 25, 2014 Central Gateway Plaza- Site Plan Review Case # 2014 -1201 In general, both of the proposed buildings meet the design guidelines. Since the building to the north will be renovated on the location of the previous building on the site, the parking will be located in the front of the building. The new building on the southern portion of the property will have parking in the front and rear. Signage will be addressed when the applicant or tenant applies for a Sign Permit. Signage must be consistent with Design Guidelines and with City Code. SITE PLAN 1. Parking According to City Code, commercial uses such as retail sales are required to provide 1 parking stall per 300 square feet of gross floor area. According to the site plan, the combined square footage for both the existing and newly constructed building will total 10,873 gross square feet, making the requirement for this development is 36.24 parking stalls. The proposed development will have 57 parking stalls, and meets the parking requirement outlined in the City's code. 2. Access Currently, the site has access from TH 65 /Central Avenue. I have attached the Minnesota Department of Transportation's Review Letter for further reference. 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 site plan meets all applicable Design Guidelines for the property. The 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 as Commercial. Renovating the existing vacant building to accommodate a multi- tenant commercial retail facility and constructing a freestanding restaurant on 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 portion of the city. Page 3 City of Columbia Heights Planning Commission November 25, 2014 Central Gateway Plaza- Site Plan Review Case # 2014 -1201 d. The site plan minimizes any adverse impacts on property in the immediate vicinity and the public right -of -way. The proposed renovation of the existing building and construction of a freestanding building meets all the minimum setback requirements and all Design Guideline requirements. Therefore, the properties in the immediate vicinity of the proposed development should not be adversely impacted. RECOMMENDATION Move to waive the reading of Resolution No. 2014 -PZ04, there being ample copies available to the public. Move to adopt Resolution No. 2014 -PZ04, being a resolution approving the site plan for the Central Gateway Plaza, subject to the following conditions: 1. Applicant must meet the requirements outlined in the attached report from Public Works Director, Kevin Hansen. 2. Applicant must submit for review, elevation drawings for the proposed second freestanding building. The elevation drawings shall be similar in style and design as the proposed renovated building. Staff will review the drawings and ensure they meet the requirements of the zoning code and the Design Guidelines. 3. Applicant must meet the requirements outlined in the attached report from the Minnesota Department of Transportation. ATTACHMENTS • Resolution No. 2014 -PZ04 • Location Map • Pictures • Application • Applicant's Narrative • Public Works Report- Central Gateway Plan Review • MNDOT- Review Letter • Site Plans Page 4 RESOLUTION NO.2014 -PZ04 RESOLUTION OF THE PLANNING AND ZONING COMMISSION APPROVING A SITE PLAN FOR THE RENOVATION AND CONSTRUCTION AT THE CENTRAL GATEWAY PLAZA LOCATED AT 5220 CENTRAL AVENUE NE. WHEREAS, a proposal (Case #2014 -1201) has been submitted by Randy Rauwerdink, of Venture Pass Partners, to the Planning and Zoning Commission requesting site plan approval from the City of Columbia Heights at the following site: ADDRESS: 5220 Central Avenue NE LEGAL DESCRIPTION: On file at City Hall. THE APPLICANT SEEKS THE FOLLOWING PERMIT: Site Plan approval for the construction of a new commercial freestanding restaurant and the renovation of the existing building on the property. WHEREAS, the Planning Commission has held a public hearing as required by the City Zoning Code on December 2, 2014; WHEREAS, the Planning and Zoning Commission has considered the advice and recommendations of the 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, BE IT RESOLVED by the Planning and Zoning Commission of the City of Columbia Heights after reviewing the proposal accepts and adopts the following findings: 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 site plan and approval; and in granting this site plan the city and the applicant agree that this site plan approval 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. Resolution No. 2014 -PZ04 CONDITIONS ATTACHED: 1. Applicant must meet the requirements outlined in the attached report from Public Works Director, Kevin Hansen. 2. Applicant must submit for review, elevation drawings for the proposed second freestanding building. The elevation drawings shall be similar in style and design as the proposed renovated building. Staff will review the drawings and ensure they meet the requirements of the Zoning Code and the Design Guidelines. 3. Applicant must meet the requirements outlined in the attached report from the Minnesota Department of Transportation. Passed this 2nd day of December, 2014 Offered by: Seconded by: Roll Call: Ayes: Nays: Mayor Gary L. Peterson Attest: Marlaine Szurek Chair A 5220 Central Avenue 765 I 5300 I i '° " '� "` ° °" ° ° °• _ s 53RD AVE NE 1 m .1 f C W J =I n it 1 1 • ZC' 0 C N � w 1, S '2 if 0 ' - - 52ND AVE NE 05 1. . Z o T a e � W 5126 oD � N 51STCTNE 5057 ( �� W W Ac�si oraia Flvvn Spens of.O.d 5207 5201 1050 j o c n1o1 1258 � 1268 5300 5299 o 1240 N � h � N 5268 5250 5251 W Z 5234 H 5235 O i 5216 r 5217 5200 5209 52ND � N D y � OALK AVE NE - 5 � N D y � OALK 5220 CENTRAL AVENUE NE FRONT SIDE OF BUILDING FUTURE SITE OF FREESTANDING RESTAURANT REAR SIDE OF BUILDING CITY OF COLUMBIA HEIGHTS SITE PLAN REVIEW APPLICATION ,..� ,�_. • *� .�..�.1xaa�..�.s�3•.'. .+ !��,�' Omar.._+ om. 4- ia�*':.��`::.�.sa,aw.,� --' -- a� �.:u.� -. "�, To be filled out by City: 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: Central Gateway Plaza PROJECT ADDRESS /LOCATION: 5220 Central Avenue NE, Columbia Heights, MN 55421 pid # 26- 30 -24 -11 -0069 LEGAL necessary): feet of Lot 3, all in Auditors Subdivision PRESENT USE OF PROPERTY: Commercial Retail (vacant) storage in lower level PROPOSED USE OF PROPERTY: Commercial Retail /Restaurant, plus the addition of a freestanding commercial restaurant building with drive thru lane, storage to remain in lower level REASON FOR REQUEST (please attach a written narrative describing your proposal, the intended use of the property, and justification for your request.) Venture Pass Partners, LLC APPLICANT Randy Rauwerdink PHONE 612 - 801 -4313 FAX NA E -MAIL ADDRESS rrauwerdink(cDventurreoass net 19620 Waterford Court PAGER NA CELL # 612 - 801 -4313 CITY Shorewood STATE MN ZIP 55331 FEE OWNER OF PROPERTY Cheery Company, LLP Gerald Herringer ADDRESS 5210 Central Avenue NE Suite 100 PHONE 763 - 571 -8177 FAX NA CITY Columbia Heights STATE MN ZIP 55421 Page 1 of 2 CITY OF COLUMBIA HEIGHTS SITE PLAN REVIEW 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. A. Application Checklist B. Schedule of Planning and Zoning Commission Meetings ITEMS TO ACCOMPANY SITE PLAN APPLI ATION A. Site Plan submittals as required in the attached application checklist, showing what is proposed for the property. APPLICATION F A. $250.00 Site Plan Review Fee TOTAL AMOUNT RECEIVED CITY RECEIPT NUMBER DATE RECEIVED Acknowledgement: The undersigned hereby represents upon all of the penalties of law, for the purpose of inducing t umbia Heights to take the action herein requested, that all statements herein are true and that II work here± mentioned will be done in accordance with the Ordinances of the City of Columbia (If Applicant) h ]3h Revised 2005 Approved by the Columbia Heights Planning Commission on Approved by the Columbia Heights City Council on Page 2 of 2 PROPOSED SUBDIVISION AND RETAIL DEVELOPMENT -5220 CENTRAL AVE NE PROJECT SUMMARY NARRATIVE Introduction Venture Pass Partners, LLC is pleased to submit for consideration and approval, the attached applications for Site Plan Approval and Subdivision (Plat) for the 1.27 acre parcel located at 5220 Central Avenue NE. There is an existing, now vacant, 8,223 sf building on site that was formerly a Blockbuster Video store, which also has a lower level used primarily for storage. It is our intent to renovate and reconfigure the existing building to create a multi - tenant commercial retail facility on the main level, and to retain the lower level as leasable storage area. We also propose to subdivide the existing parcel into two lots to create an additional buildable lot to facilitate an approximately 2,650 sf quick serve restaurant or coffee shop with drive thru accommodations. The existing 8,223 sf building will be situated on proposed Lot 1, which is to be 30,644 sf or 0.703 acres. The 2,650 sf restaurant building and associated drive thru will be situated on proposed Lot 2, which is 24,529 sf or 0.563 acres. Site Design Given the significant existing grade changes on this property, the creation of a building pad and drive thru lane on Lot 2 will be facilitated by the construction of retaining walls designed to provide a flat pad area at street level. The proposed site layout utilizes the two existing curb cuts to Central Avenue NE, and maintains all of the private cross - access drive lanes to the properties north, south and west of the subject parcel. The proposed site design incorporates new 13' deep concrete sidewalks across the retail storefront, a main front drive properly aligned with the properties to the north and south, and fully improved curbing and landscape area along the Central Avenue frontage. New site lighting fixtures will also be included. Trash facilities will be located behind the building at the lower level, well screened from any public view. Through creative site design, we are able to configure a conventional counter - clockwise drive thru lane with ample stacking accommodations (minimum of 6 vehicles before order station). Compliant freestanding signs are proposed for each new Lot, and are to be located in the curbed peninsula areas at the north and south curb cuts respectively. Fifty Seven parking stalls are provided on the property, cross parked between Lot 1 and Lot 2, resulting in parking ratio of 5.24 spaces per 1000 sf of building. Architecture and Design The 8,223 sf multi- tenant retail building will be detailed with a varied pallet of warm toned materials for the building exterior. Materials consist of brick veneer, cut stone veneer, EIFS, all new aluminum storefront and glass, and metal cap and trim. The proposed overall building wall heights of 16' to 18' represent the maximum height that can be incorporated given the existing building structural design. Design and detailing for the proposed 2,650 sf quick serve restaurant building will be submitted at a later date when more specific Tenant information is available. Tenant signage will be integrally lit channel letters and logos on the east storefront elevation, and is proposed to be limited to a maximum of 10% of respective exterior wall area of premises, as illustrated on the proposed building elevations. Additionally, the north and south endcap tenants will also be allowed signage on their respective endcap elevation. As discussed above, freestanding pylon or monument signs, with a maximum face area of 75 sf, are proposed for each lot. Landscape Enhancement Extensive landscaping and placement of shade and ornamental trees has been proposed primarily between the front parking field and Central Avenue. The proposed design is in compliance with the City landscape requirements and will provide significant enhancement and characterto the neighborhood. CITY OF COLUMBIA HEIGHTS Public Works Department TO: ELIZABETH HOLMBECK, ASSOCIATE PLANNER FROM: KEVIN HANSEN PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE: November 18, 2014 SUBJECT: Gateway Plaza (5220 Central Avenue) Plan Review I have reviewed the prelim/final plan submittal packet dated 10/24/14 and 11/03/14, and have the following requirements /comments for final plan approval: General • The project SWPPP indicates a concrete vehicle washout(s) will be allowed on -site. An area for the Concrete Washout Area should be indicated on the plan — All liquid and solid wastes generated by concrete washouts operations must be contained in a leak -proof containment facility or impermeable liner. • All erosion control measures shall be installed and inspected by the Engineering department prior to any site activities beginning. • All slopes greater than 3:1 shall be provided erosion control blanket. • Provide a $10,000 erosion control / site restoration letter of credit for the duration of the project. • Catch basin inlet protection, such as Wimco's or equivalent shall be provided on catch basins until restoration is completed. • Please describe how the surface drainage is being accommodated with the redirect of the existing building roofdrain to the rear or west of the building? • Site /Civil work shall be inspected by the City Engineering Department (connection to public utilities system). 24 -hour advance notice of an inspection is required. • Provide the City with a copy of required MnDOT permits including the work within ROW and driveway access permits — as indicated in their 10/28/14 review letter. • Due to its height, please submit a design of the retaining wall certified by a registered engineer. If you have any questions or need further information, please contact me at (763) 706 -3705. C: Lauren McClanahan, Public Works Superintendent Kathy Young, Assistant City Engineer KH:kh G: WsmTublic Works \plan re ims\2014\5220 Central—Final Site Plan.doc 400e "' Minnesota Department of Transportation %©Metropolitan District Waters Edge Building "'" 1500 County Road B2 West Roseville, MN 55113 October 28, 2014 Joseph S. Hogeboom Community Development Director City of Columbia Heights 590 40m Avenue NE Columbia Heights, MN 55421 SUBJECT: Central Avenue NE MnDOT Review # S 14 -051 NW of MN 65 (Central Ave. NE) and 52"1 Ave. NE Columbia Heights, Anoka County Control Section 0207 Dear Mr. Hogeboom: Thank you for the opportunity to review the Central Avenue NE site plan. The Minnesota Department of Transportation (MnDOT) has reviewed the site plan and has the following comments: Traffic: This is a unique intersection where the west signal leg accesses private developments. The existing ingress/egress lanes are only 10 feet wide, and the turning radii from TH 65 are poor. Therefore, the driveway from the 52 "d Street intersection into the 5220 property must be improved. MnDOT requires three 12 foot lanes (one inbound, one outbound exclusive right, and one outbound shared thruAeft) plus a 2 foot gutter on each side for a total width of 40 feet. The south side of the driveway can remain as-is, but the signal pole in the northwest quadrant will need to be relocated, and a longer mast arm will be required. The southbound TH 65 shoulder could be striped as a turn lanc, and that would be the reference for performing the Autotum analysis with the appropriate design vehicle possibly a delivery truck. The existing right- in/right out driveway to the north appears to be acceptable. Please direct comments regarding these comments please contact Gayle Gedstad at 651- 234 -7815 or gavle.aedstad&tate.mn.us. Design. A more detailed review will occur with the submission of the construction plan set. Please direct questions regarding these comments to Nancy Jacobson, Metro Design, at nancv.l jacobson(Rstate.mn.us or 651- 234 -7647. Water Resources The proposed development will need to maintain existing drainage rates (i.e., the rate at which storm water is discharged from the site must not increase). The project developer will need to submit existing / proposed hydraulic computations for both 10 and 100 year rainfall events verifying that all existing drainage patterns and systems affecting MnDOT right of way will be perpetuated. A drainage permit will required for any work that impacts Mn/DOT R/W. Please direct questions concerning these issues to Brian Kelly 651- 234 -7536 of MnDOT's Water Resources section. Permits Any work that impacts MnDOT Right -of -way will require additional permits, Permit forms are available from MnDOT's utility website at www.dot.state.mn.us/toesup/utili include one 11 x 17 plan set and one full size plan set with each permit application. Please direct any questions regarding permit requirements to Buck Craig (651- 234 -7911 or buck.craig@state.mn.us) of MnDOT's Metro Permits Section. Review Submittal Options. MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be tweed around faster. There are four submittal options. Please submit either: 1. One (1) electronic pdf version of the plans. MnDOT can accept the plans via e-mail at metrodevreviews.dot astate.mn.us provided that each separate e-mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B -2 Roseville, MN 55113 3. One (1) compact disc. 4. Plans can also be submitted to MnDOT's External FTP Site. Please send files to: ftp: //ftn2.dot.state.rnn.us /Rub/ incoming (Mett-oWatersEdge /Planning Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dot c+,state.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review, please contact me at (651) 234 -7784. Sincerely, Karen Scheffing Principal Planner Copy sent via E -Mail: Paul Jung, Area Engineer Gayle Gedstad, Traffic Brian Kelly, Water Resources Nancy Jacobson, Design Buck Craig, Permits Tiffany Kautz, Right -of -Way Chad Erickson, Traffic Engineering Russell Owen, Metropolitan Council Mike Bultman, PE, Sambatek wcb= P %A ea I f siGewE ( I na'x PYLON SIGNS OPTION TLP ur m•e EiGrvnGE _ 1 MONUMENT SIGNS OPTION MATERIAL AND GONSTRIJGTION KEY NOTES O ®41TLIDe6aX Y8>3�(TTlE rnoR era rav66ro ec oeTMas®. ® �aa1re �u • ne 1e+wncswe ro auw ®co rc° 0cc °nurEe�iroO s ® TO COORD"N4Imot YA1aG NS46r MiBLVIQIIE! O � G NDD 11U'L C Mgl.JTEp PAKep WA- ® TeFx �ael77 q ° p®E ®eoup riinmrilnl ralure�'s°Lia e'o�ae OnTN11E1C eTPF• �9EHLTR FNUWAD=Vt To wTw R 0eleaseD. ® �4M 0m eG N�1T Taw TENANT " IJ3} ° t 2634ISOPT. 1261 T 1)5' Boor I I I i I I I I I I I I un• -r PbaueT BT? KWIC na'0 EAST ELEVATION (CENTRAL AVENUE) r `7AlY,j I'll SOUTH ELEVATION NORTH ELEVATION WEST ELEVATION t *k 118 E. 26th Street Suite 300 Minneapolis, MN 55404 P:612d29 -6225 F:6125194152 awmtaTrek corn Central Gateway Plaza 5220 Canhal avenue Columbia Heights, MN awl. 118' =1' -0' name nwslydh site plan review 11.03.14 architectural elevatlons a001 MEGH 202 SF I TENANT 1,398 SQFT I I I I I I TENANT 1,19 SQFT I I I I I I I I I I TENANT 2634 SQ.FT. I I I I I I I I I I I TENANT 1,261 S T I A I I I I I I TENANT 1,534 5QFT Site Development Plans for 5220 CENTRAL AVENUE NORTHEAST CONSULTANT CONTACT LIST: DESCRIFTON C1113 CIVIL ENGINEER DEVELOPER /OWNER SAMBATEK, INC VENTURE PASS PARTNERS, LLC 12800 WHITEWATER DRIVE, SUITE 300 19620 WATERFORD COURT MINNETONKA, MN 55343 SHOREWOOD, MN 55331 TEL763476-6010 TEL 612- 8014313 FAX 763- 4768532 CONTACT: RANDY RAUWERDINK CONTACT: MIKE BRANDT ARCHITECT TANEK, INC 118 EAST 26TH STREET, SUITE 300 MINNEAPOLIS, MN 55400 TEL 612- 998 -8200 CONTACT: RYAN HARD SURVEYOR SAMBATEK, INC 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763.4766010 FAX 763 4768532 CONTACT: MARCUS HAMPTON LANDSCAPING SAMBATEK, INC 12600 WHITEWATER DRIVE, SUITE SIM MINNETONKA, MN 55343 TEL 763 -476 -6010 FAX 763 -4768532 CONTACT: TONY CHEVALIER Columbia Heights, Minnesota Presented by: Venture Pass Partners, LLC ,l SITE VICINITY MAP NO SCALE L'- pr �SHFFT INDEX SHEET DESCRIFTON C1113 CWERSXffi 02.01 ENISTINGCOND1110N5 C2.02 DEMOMIONNAN C2.03 PREUMINARYPLAT 03.01 SITE PLAN CAA1 .W INGPUN C5.01 EROSION AND SEDIMENT CONTROL PLAN - PHASEI C5.02 EROSION AND SEDIMENT CONTROL PIAN -PRIME II C5.03 tA0SION CONTROL DETAILS 06.01 UTIMPLAN CAM JUGKRNGPUuN 0.01 CONSTRUUXN DETAILS 09.02 CONSTRIJUMN DETAILS L1.01 IANDSOAPIN4 PLAN 11.02 PIANTING DETAILS A NOTES RR I �SWambatek 12800 MIUmMr DMe, Sub 300 MlnnaWnM, MN 55343 763.476,6010U19p Mb 763.476 8532 urk Enpinre0np I BurrcAry I PNMIr9I DMIamN1 W Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 L�ENTURE.PASS PARTNERS Project CENTRAL GATEWAY PLAZA Location COLUMBIA HEIGHTS, MINNESOTA Certification inere6y[enNpy�nM�Alr Ple MNa � n e.r.arm m aM,n pP R MI C.BA � �e3 ��rgn�nMS2MU / /rnLa, [A Summary D ...... X.— Drawn: rre6 A,O —'.tl vfe kok /Page: `h— fRRIIMINLRI Initial 1 luu3MIA Revision History No Date By Submittal /Revision Sheet Title COVER SHEET iheet No. Revision C1.01 3roject No. VEN2O115 m ri ED 3 Y ' En XuyF i 2+KC u 1 r k� � J a — L` '.F Elk IS �E �R MuN- 39 1 1 ~ L I g fi 1 ` `t� KC J 1 I it -- ''�l I it - 1 d � L �I I 1 ii ♦ FOUND MONUMENT em — �- WMERM.SN - pSEMFNi UXE If 1 III 61 @—N- p SFOPMSEMER fl- -�mm -- Q EAMPGERS1 &---M -0 FLMEDENIGNECFION [ONCRETICURB 1 1 1.C=L RULPNN 0 M CONMTOXM ( W -13 TELEPHONE PEDESTAL I BUILDING DW GWM'CHOP � $ a Imo- -Ir- p HANDKLPSTPLL o. WERHGDSVID _a? � Il MEMINGLE —e— CHAIN LINE FENCE NkMI I • pOSi IRpN ". CE RIP MP SURFACE it A— EDGE FENCE ®. I � 0 HAND — DFENCE ( ME O ETER DEC DUOUSTREE #, CDNFERWSTREE I . I i 1 1 I I I II Rm � I II I1 N ND I 11 -- -H F 1 - -- ----------------- - %PARCEL 3 p$ II N S a O ui I I. a ` I � " 1 `5DD°Ih'43'E ass I NN 3. CM s A6 LEGEND ♦ FOUND MONUMENT em — �- WMERM.SN - pSEMFNi UXE I, SfTMMOEUMEM 1 EDLS<]KS @—N- p SFOPMSEMER PESTp REOPCCEiE Q EAMPGERS1 &---M -0 FLMEDENIGNECFION [ONCRETICURB %F War ()—u- O ELECTRCTPLNSFORMER 1.C=L RULPNN 0 M CONMTOXM ( W -13 TELEPHONE PEDESTAL -- BUILDING DW GWM'CHOP 0 —W' C. METER $ a STUMNW55URFP¢ p HANDKLPSTPLL o. WERHGDSVID I � Il MEMINGLE —e— CHAIN LINE FENCE I • pOSi IRpN ". CE RIP MP SURFACE it 3 p$ II N S a O ui I I. a ` I � " 1 `5DD°Ih'43'E ass I NN 3. CM s A6 LEGEND ♦ FOUND MONUMENT em — �- WMERM.SN - pSEMFNi UXE I, SfTMMOEUMEM O —L -- -D SPUBTARYSEWEP EDLS<]KS @—N- p SFOPMSEMER PESTp REOPCCEiE Q EAMPGERS1 &---M -0 FLMEDENIGNECFION [ONCRETICURB %F War ()—u- O ELECTRCTPLNSFORMER 1.C=L RULPNN 0 M CONMTOXM ( W -13 TELEPHONE PEDESTAL -- BUILDING DW GWM'CHOP 0 —W' C. METER O STUMNW55URFP¢ p HANDKLPSTPLL o. WERHGDSVID COKAETESURHCE Il MEMINGLE —e— CHAIN LINE FENCE • pOSi IRpN ". CE RIP MP SURFACE • SPER A— EDGE FENCE ®. NO PARKING 0 HAND — DFENCE ( ME O ETER DEC DUOUSTREE #, CDNFERWSTREE — SURVEY NOTES 1.I EBEAMNGSYSTEMSBMEDONTHEANOYACd COORDIN4E5YMMNP03311996 BEARING ADJUST, WITH AN ASSUMED THE NOUN E Of M2, AUDDOMSNBp M5ON NUMBER 51, 2, SECONDS EAST FDA M 2. THE VEPTKALOATUM 15 SMEDON SAVINGS. THEOMG NUSENGRENCH MARK 3 MATTERHORN MNDm REFERENCED FROM THE MNDOTMELETC DATABASE BENCHMARK Is TOPNUO WMNTSYNOMEASTPROPEMCMNER, ELEV4190 3 SUFECT =ROSEM S ADDRESS 55220 CENTRAL AVENUE IN ITS PROPERTY DENT ELATION NUME SUBJECT PROPERTY PARCEL.' THAT PART M LOT ILVAG EASTEPLYOFTHE NORTHERLY EMTENSON OME WEST LINE OF LOTS ANDTHENOMH1 35. OFEETOFLOF3, AWNAUDTOR SSUBDNHIONNUMBER5IANOYAMO W MINNESOTA AND LYWG WESTERLY OF THE WEST USE OF STATE TRUNK MGHWAY N0.65. OamUNn,M NNE50TA ABMRALTPRCVERTY PARCEL 2 THE BENEFIT OF AN EASEMENT FOR ACCESS, INGRESS , DRANAGE AND UiVtt PURPOSES OVER UNDER AND ACROSS THE SOUTH SLID FEET OF THE NORTH 1624 FEET LYING EAST M THE M57 151 SUBDIMSIM NUMBER $1, FEET OF SOIL, FLEDYOCTOBER 13 2011 AS DOCUME NT HO. xG2a92)O33APPAMYOEED WED RRENONG TITLE COMMITMENT NO. MARK FIRST 5UWLEMENTATOURED M/R/ID]a, THAT COMMERCIAL PARTNERS THEE AS AGENT FDA STEWANOTITLE GUAMMY COMPANY HAS PROMISED UK THE FOLOW NG COMMENTS ON EASEMENTS RC, THAT THE PROPERTY IS SUBJECTED IN SCMDUU0 SECTION x MERMFU5NGTHES .UMENOMBEPNGSFSTEMM NS1DSEC lQ 2. EMEMNITEMS M-S ]9MENOTSURVEYPEU DMMb 10. THERFEW OF ACCESST05] RFTPUW( NGHWAYNO 656 RESTRCTOM SHOWN BYFINAL CEPLFGTE WED MARCH IO 1954 FILED JUNE 13 1959 MDOOIMEM NOIn. K] PAGE 215 CO2VEVAME AND SONpISHMEM OF RIGHT OF ACCESS, OMEDEUNE IS, 01968 f LEO MGM 29 190 AD DOCUMENT NO 313316, IN BOOR AS, PAGE 31], AND COM/ryPNCE ADD NGVSNMENT OF MOST OF AIX SDATED JUNE x5 19E0 FLED AUGUST. 196EM DOCUMENT NO 513x18, 1. WOK IRS, MRGE3NL THEACCERRESTPCMOXWASPAMMUY ':EGG AN CUT CLAM DEED DATED SEPTEMBER 23, REENS, N LED OCTOBER 3190, AS DOCUMENT NO 31i5A5 N BODK BW, PAGE MR, AND OUT CWMREODATEDSEFTEMAEP33 3965,FNED OCTOBER ; 1969 M DOCUMEMN0.31iN6 N BPOREDG AGES]]. Rt51RKROMCF5561XOWNOX SVRVFV. 11 EASEMENT FOR ELEORKTMNSM650N PURPOSES, IN FAVOROF NORTHERN STATES FOLVER COMPAIND, A MINNU07A COLPORATON ITS SUCCESSORS AND ASSIGNS AS CREATED IN DISCUSS ENT WED OCTOBER 2T1967,FILED NOVEMBER S, 1361, AS DOCUMENT NO, W 6 N ..A PER OF NESSI PAGE SEE, .MW ON SURVEY 11 EASEMENT FOR DRKW<V ACCESS AGO EGRESS PURPOSES N FMHDB OF OTHER LAND AS OR ATM N pOCUMEM DMED MAV 3] 19M "IF EUNE 11, SPI AS DOCUMENT NO 591720. EMEMEM 15 SHOWN OHSWVEV 13 TERMS AND CONDITIONS CF AND EASEMENTS COMANED IN EASEMENT AGREEMENT DATED 5 NUAM3 ]990, NEED MAY 10 1990 M DOCUMENT NO. 89225]. EMEWWMSJMWNON LP EMEMENTFMACCU$ NGRESS AND EGRESS PURPOSES, FOR ME BENEFIT OF OTHER LAND, AS uMEMOA DAUGU 262011 FVD.o .BlR 21D11MDOCUMEMNO. 30x093] W3 EMEMEM as BHDWN ON SURVEY. NSEOVENMOFMYGMOR WREAMWEENPAMELIANOPAROL2. 1 W FOOTOAPIS SHOWNON6URVEY tI NORTH 0 RO SCALE IN FEET Wambatek li, 12800 VMRasater DMB, SURE 300 M%IJI ft, 155343 763.4I6.6010WIBphone 161476.6532RUSEN a E-1-I M016M6EWN I PIEGNIO I BItivRINIIW Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 /��ENTORE PASS PARTNERS L \�. a..,...e.R Project CENTRAL GATEWAY PLAZA Location COLUMBIA HEIGHTS, MINNESOTA Certifications `10 Summary DeigneL. Ma Onwn: B AINUMB M® Jesse / Page '. Phase: PRELIVERNMEN Initial IIIlMAAG4 Revision History N:.DBte By Submittal /Revision iheet Title EXISTING :ONDITIONS iheet No. Revision C2.01 Iroject No. VEN20115 I C � I, I I I I I f Z LM J Q z Z U LET d Z a {7 s Z F Q N ;Y h ,i it DEMOLITION NOTES LEGEND L. DEMOLITION NOTES ARE FOR OARIFIGTION ONU AND ARE SHOWN FOR THE CONTRACTOR S EXISTING BENEFIT THESE NOTES ARE HOTIMENOEDIOBE COMPPEHEHSWE. LXECONTRPROP SMALL REMOVE OR WELCOME ALL EXISTING OMME IN IN DEEMENTS NECESSARY TO GAS METED ACCOMMODATETM.....U." HIRED" N . M C THE DESIGN SHOWN S BASED ON THE ENGINEERS UNDERSTANDING OE THE EXISTING CONDIGOINS EXISTING CONDTONS MOWN ON THIS PLAN ARE BASED UPON AL AND STORM SEWER �N - YMOGMPHIC PREPARED BY SAMBpTEF INC. GATED OI- E93G1<, IF CONTRACTOR DOES NOT PAD EPTE%ISMA.YEN.M AS MOWN ON TIE PONS "I EXCIME,XEMAT -- WINTRY —�.. MAD" PLAW AT NO 0.E4155EPEO WIO I�TTTO SUMEMOR AND SUBMET ME OWNER FOR REMCEWURVEYBYA WpTERMNN ME COMPACTOR IS RESPONSIBLE FOR TM E OEMIXNION, REMOVAL AND IMPOSING IN A FORCE MAIN vk� LOCATION pPMOVED BY ALL GO M VERNING AUg1mES AND IN MCORWNCE WITH EANXMYSEWER APPU'BIE CODES, OF ALL STRUCTURES, PADS, WALLS, HOMES, MUNEWHOXS VMXN6, OVERMEpO ELECTRIC DRIVES, DRAINAGE SMRURUPER ODDITIES, RC, SUCH IINM THE IMPP WEMENTS MOWN THE REMAINING PLANS CAN BE CMIDUC TED. ALL NECIUTIES TO BE REMOVED SMALL BE UNOERGROUNDRLEPHONE UNDERCUT TO SUITABLE FAMEMIL AND MOU(MTO WAGE WIN SUITABLE COMPARED FILL MATERIAL PEI ME SPECIFICATIONS, UNOERGRWNDCALEW iME CONTRACTOR X RESPONSIBLE FOP THOWING ALL EDGED FROM ME SITE AND DER4ROUND ELECTRIC DISPOSING THE DUCHI51N A LAWFUL MANNER. NECOMRGROR X PESPONSIBLEMOR UNDEgGMUHDGAS CHAINING ALL PERMITS RIOUIRm FOR DEMIXNCW AMID MMOSAl. WIRE FENCE 5. ME CONTERS I SHALL COORESNAN WIT. ABIERNE UTILITY COMPANIES PRIOR TO THE A. FENCE EMOYALAND /OP RELOCATION OF URIRIES ME CONTRACTOR SMALL CWEURRAEWIN ME OF NM COMPANY CONCERNING N ETRON50F WOR%WIIICN AIRY MAY BE PEREOWMEO WOODMNO _ ' BY THE URLIN COM PMRS FORCES ANTI ANY FE ES WHICH ARE TO BE PAIR TO TM E IIXLN MAIN UNIT FENCE -. COMPANY ON THEIR SE RVIRS. THE CONTRACTOR 111 DEMAND HE FOR PAYING ALL FEES BONE RETAINING WALL E THE COMRARM IS RESPONSIBLE FOR THE DXC➢HNECNOX OF MUTY SIEMENS TO ME IN (HEAD Pq EtlTTING BUILDINGS PRICE TO DEMOLITION OF THE BUILDINGS SPEINXIER F. THE CONTRACTOR IS SP60FICALLY GNIONED THAT ME LOCATIONS OF ALL FASTING GUARDRAIL .. .. URLYIN MEANT ON THIS PLAN NAVE BEEN DETERMINED FROM ME BESTNfOPMANON HANDRAIL -- -.._.. ... ..,___.. AMMASE AND ME GWEN PW THE CONAS SILENCE OF THE COMRAROq ME SUBSURFACE UNIONIMORMATION SHOWN ON THESE 1.111 P UTIUTY)UNITY LEVEL O. THIS DWAIN EWEOiiWEES LEVEL WAS DRERMINED ACCORDING TO T. E GUIDELINES OF ONCE A. ENr BG TREES /SHRUBS C • BANDAR. GUIMUryfS FOR THE COLLECTION AND DEPICTION OF OWING EUeSURFACE TYOATA"THEENGINEERASSUMESNO MINNEIBYIIV FOR THEIR ACCURACY. PRIOR TO MORE INS MEN OF ANY RENDITION III', IF CONTRACTOR SMALL NOTIFY THE M UTY CON PAN ES AT NEWSY AS HODU I I P M E%CAVATION FEW M-NTE LO CAT MW OF GUARDHOUSE XG MLRIES. THE LOCATIONS OF SM ALL OR. B SMALL B E OBTAINED BY THE ROME W MMROR BY GONG M INN.. L OPMER SLATE pIE CALL AT e W 553 -1366 Oq GSS'GXd'AS, WMCRETE CURB 8 ALL EXISTING SEWERS, PIPING, AND UTRRIES SHOWN ME MOTTO BE INTERPRETED AS THE MUMINWS CURB ---------__----- :MA MOTMN,MMTHEOHLYOBSTp ESTMATM.5Y0CNRONTHFSIR, VERIFY BUILDING WVETNMICETOpI LWLINIUTYCOMpfPMM REGARDING CESMRURIOX MO PEMOVALMALL WENT WEE%ISTINGUTIUtt LINE SERNCELINESMDWpLLINEIIEFOREPP.0 .N4W1.1HEWOPIT. M R EMI OUTINGS CONCRETE CURB DETERMINED TO BE ABANDONED HALL BE PEWE MO IF UNDER ME BUILDING INCLUDING IG BEYOND FOUNDATIONS. SAW CUT BUT BITUMINOUS V.,MD. 9. pND OFFLEO SAT LSILLILY BEERRICµiERRELCO TENDSH LL I OCMERCMIC WHIN BEREMOVEDORRELOCATEDIWBECOCER AFFCTEDDESNEEDINGLO MAIM AREA REMOVE EXUFRW BITUMINOUS FAVEMEM COMPANY, ADEQUATE TIME SMALL BE PRWIOED EGA RELOCATION AND CLOSE N COMPANY IS NECESSARY TO TRANSITION I N UTILITY SERIF. CONTRACTOR SMALL AN CLOSE MERTON IOEM1BIDG FEMME EYXTINGCWiGFM PAVEMENT RRRES WITHIN THE AM RWD RIGHT OF WAY DUPING CONSRURION. CONTRACTOR M UST PROTECT ME PUBLIC AT ALL R. ES WON FENCING, ICAOES, D MRR ENROSUREy RC, TOME BEST MACROS. REMOVE BUYING BUILDING � MT- IY MINVWSACCESS SHALL eI MPIMgINEC EW iXf SURRW PROPERTIES AT ALL IS IP. MM XWSP <VEMEM TIMES DURING DEMOLITION OF THE EASRNG MOORES REMOVE E %XTING LANDSCAPING 13. PRIOR TO DEMOLITION IX[ URPING. ALLEPCSION CONTROL DENCESMUSi BE INSTALLED. 3. CONTRACT OR SMALL UMR SPWMB MVEMEM REMOVAL TO ONLY THESE AREAS WHERE REMOVE URGING X IT H P:QUIRED AS SHOWN ON THESE CONSTRICTION P WIS BUT IF AM DAMAGE 15 INCURRED ON IOM OF THE SURROUNDING FAYEMEM, ETC THE DINNER PSHALL BE RFM WE I... WALL RESPONSIBLE FOR RS REMOVAL AHD RMM,. C4YT MRMMPRMEREXUNOFI .Mll WMICNMET.RI.AlN, DA.MITOAM REMOVE EMITTING MRDY BRIBING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTORS EXPENSE, 15. EXISTING ORSDE MHRIES IINCLUDING HAMACHER THAT ME NOT TO REMAIN IN SERVICE SMALL BE REMOVED. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD UMFN WITH HE %CESSOf 3'CWEq MAY eE OECOMMI551CNEDANp pBAryppXm lX p4(E, PROWOED THAT THESE ABANDONED MUMS ME GROUND AND UPPED, ALLFYISTING WOEPSERMCESAKETO BEABpND .ATT.EGPTEVPLYE. SAMETARYSpVKENALLBE ALLANDMEDATTHELOGURIE. ALLSMRE EREBOMTIgISMALLBECOMPIETEDIN 6MFLIANCE WITHLOCALSTANOA0.DS HAZARDOUS BUILDING MATERIAL NOTES = THE COMMROR SHALL BE RES CASIBLE FOR DOW PUPNCE WITH CSMA Ilk MALMAID,A LOCAL REQUIREMENTS FOR BUILDING DEMOLITION AND.-CO.. AM DISPOSAL OF HAEARDOUE MATER ALL COMPACTOR 5 MALL PREPARE A MAST AND STORE IN LOB TRAREM ON SITE. E FOLLOWING MISCELUW HOW HATARCWE MATERIALS WI LL REWIRE SflPMR HP HOUND AND DISPOSAL PRIOR TO BUILDING DEMOUTION. ILIUMBO NE euLas MTOTS FIRE E%FING RIMEN FWNTAIN REFRIGERANT WRNAADGgpgI. COOK OPEMRS MTHERY GRATED EMERGENCY MIXUP USE. HYDRAULIC LIMI FLUIDS ELECTRIC I.E. DOOR CLOSERS SECIANSIDI MYXGNE ROOPEOP HVAC UNIT TRANSFORMER CILTAND, IN WEOF BUILDING DEMOMON,ALL HAtAROWS WASMMMERTALS MUSTER SEPARATED NEW THE GENERAL OEMOLITION WASTE ANDMITI HNMMOUICOMPONENTS MYSTBE NECKLED OR CLIMB OF IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. ME AINE COU NOSE UI E B M NDER FUSING,, AND MNERB ILACCEESIBLE AREAS THE CONTRACTOR SMALL BE AWARE THAT IF PREVIOUSLY UNIDEMIPIEG SUSPECT NPZMCOUS BUILDING WAYBILLS ARE BEGGED MET NO DEMOLITION, TM EY SM CHAD BE INSPECTED, SAMPLE), AND ANALYZED PRIOR TO My FURTHER DISEOSAL. T O e0 aO SCALE IN FEET t Sambatek www.sambatek.com 12800 W ftNWNIBr DMe, SUOB 300 MIRraNnke, MN 55343 M3 476+010 RELMID. 7M476.9532 IG Imile EI�IeaiT3l SU RAH, I PIMIIIY19 IFIrvbammRUl Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, ON 55331 SENTORE PASS PARTNERS Project CENTRAL GATEWAY PLAZA Location COLUMBIA HEIGHTS, MINNESOTA Certification RA Go�� iummary ... 9F.B .P. Draw WER ,rYYXI Book /Page: W MY Initial INDAM! LLM, 1A tevision History o. 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SAMBATEK INC. 12800 WHITEWATER DRIVE, SUITE 300 12800 WHTEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 MINNETONKA, MN 55343 TEL 763476 -6010 TEL 763 476 -6010 FAX 763-076$532 FAX 763476 -8532 ARCHITECT TANEK, INC 118 EAST 261TH STREET, SUITE 300 MINNEAPOLIS, MN 55404 TEL 612998 -8200 CONTACT: RYAN HARO VICINITY MAP 1141 * Sambatek `` www.sambatek.com 128M V IVERS er Drive , Sub 300 M "bIRa, MN 5580.9 na 476.BOfOW"hwIe 763.476.8532 feOEheIN Enpin66M1q ISMRSAnp IfLRNq IEm4vmlxnAl Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 A E TTE PASS PARTNERS Project CENTRAL GATEWAY PLAZA Location COLUMBIA HEIGHTS, MINNESOTA Certification =aeAMmnth4 nc,.egnwn bmearun4^ �� „peruybn enalhul.m.4nr L• 6UMEYOR unEx the Nwa Nehi I. EUf Ih. ( ARNUR mNe URN ID/29/2014 NdMfih xeNe. uew.:e., Summary DesgneE:Mfe Dr.—MAR AppmY &Mfe Boon /Page: Phase PRmu HAR, RADII INI IVANA,. 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Thebn.IhI n ml.m.Menm.Anota feunRU.0 lnn. -AT, NA0531 UU,.1.11 Wien.e dOR'SSUBDIMB 0uNNNUMBER 51, minuty Nxun %Eanla,eM Oxen Bneol LOl x. 2. T, WhUnIdne,hIMRee0,NAVD66.ThIm RN 9W1e mgkBMATTER CRNMNDOT. ,karma M1Vmme MnD0T Geoeeb Dn.b.n rapN1 un Ma...<M•Me6egT Orowmam.,. EIn. =Bla6e 3 wbpn pepwMsbedm.85220 Cnnatl Aemu. NE, he pmgMieedefee --M,Y Z6.3Di631LM9. I. The MPhS ne, IT tM.W IIIAgM 41267 Aern orS3.3133yu.n Feet S. TM-M. e.4 ee'tl. Gen al emus pinnn gr[byMCOlumb'u NeyMS aen,n {m.p au.tl p3/2D[6 "eRhem n ^y lerpeq na ma4Ba,e: om644. s.eem.Il. LRplvmm�'. mn 1-1 1 C: N. lfifi. e M. W Ia YaN: lfik M pn. nv b . wlmm.m.. sloe 1I seh A-,,.. mer NOe Y.M: b MI —MmMy ht' 3511. b role: 0 CONSULTANT CONTACT LIST: DEVELOPER/OWNER CIVIL ENGI NEER CH VENTURES, LLC SAMBATEK INC. 19620 WATERFORD COURT 12800 WHITEWATER DRIVE, SUITE MID SHOREWOOD, MN 55331 MINNETONKA, M N 55343 TEL 763 476 -6010 FAX 763.476 -8532 LANDSCAPE ARCHITECT SURVEYOR SAMBA ELK INC. SAMBATEK INC. 12800 WHITEWATER DRIVE, SUITE 300 12800 WHTEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 MINNETONKA, MN 55343 TEL 763476 -6010 TEL 763 476 -6010 FAX 763-076$532 FAX 763476 -8532 ARCHITECT TANEK, INC 118 EAST 261TH STREET, SUITE 300 MINNEAPOLIS, MN 55404 TEL 612998 -8200 CONTACT: RYAN HARO VICINITY MAP 1141 * Sambatek `` www.sambatek.com 128M V IVERS er Drive , Sub 300 M "bIRa, MN 5580.9 na 476.BOfOW"hwIe 763.476.8532 feOEheIN Enpin66M1q ISMRSAnp IfLRNq IEm4vmlxnAl Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 A E TTE PASS PARTNERS Project CENTRAL GATEWAY PLAZA Location COLUMBIA HEIGHTS, MINNESOTA Certification =aeAMmnth4 nc,.egnwn bmearun4^ �� „peruybn enalhul.m.4nr L• 6UMEYOR unEx the Nwa Nehi I. EUf Ih. ( ARNUR mNe URN ID/29/2014 NdMfih xeNe. uew.:e., Summary DesgneE:Mfe Dr.—MAR AppmY &Mfe Boon /Page: Phase PRmu HAR, RADII INI IVANA,. 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BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINUTHESOLSURPACE ALLBUNKMMWS ECUR6YFASTENED TO SOILSUFFAM BY MUMS STAPLEVSCATIES IN APPROPRIATE LOCATIONS M PER AWHUFACNRES RECONAM OMGN. 4 THE EDGES OF PARALLEL BUNKErs MUST BE STAPLED MTN APPR WTEU P,V MEW MPMMAGONBUNKCTYIN TO ENSURE PROPER SERVE AUGNMEM. PLACE INS EDGE OF THE OVEPWNXG MOUNT BUREAU BEING INSTALLED ON TON EVEN WITH THE SUM MUCH ON THE PREWOMEM INSTALLED BUNKR, OXSECMIVE BIANKEiS SPO[FO DOWN ME SLOPE MUR BE PLACED END OVER ENO (SHINGLE BIYLE WMANAPPROMMATE B- OVFRUP. STANETNRWGNOVERUPIFDMU ,APPROXIMATELY 12-MART ACROSS EMOTE BUNDU WORN. 6. PLACE RAPLMFRAYFS PER MANUFACTURE RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING NOTES. L IN WON SOIL CONDMOM. THE USE OF MAPLE W STAKE LENGTHS GREATER THAN V 'MAYBE NECESSAM TO PROPERLY SECURE TM B ANKETS- Z, FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPEMPLATgN FOR PRODUCT SELECTION BROAD DRAIN INLET PROTECTION (IP -1) EROSION CONTROL BLANKET NOTTOSCALE N.T,S, GENERAL EROSION NOTES: CWSTRUC *N SHALL COMPLY WITH ALL APPLICABLE GOVERNING TONS AN0 BE CONSTRUCTED TO SAME- WMEREACONFUCFEXNTSBEIWEENLOCAL SUP SgCT WYSTANDMD SPECIFICATIONS AND SAMBATEK STANDARD SPECIFICATIONS, ME MORE STRINGENT SPECIFICATION SNALLAPHY. 3, THE GENERAL CONTRACTOR SNALLIAM ALL PRECAUTIONS NECE5SAIDTORV00 PROPERTY OAMEGEMADMRMPROPERTESOUNNEWNE ONSAUCF ON INNUES OFTHU PINUUM THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AM DAMAGES OCCURRING TO THE ADJACENT PROPERTIES WR NG TIE CONSTRUCTION PHASESOP THIS PROJECT. 0. AXE STORMWATFR MILLION PREVENTION PLAN UNRIPE) S COMPRISED OF THIS GROUND EPI& SEDIMENTATION COMPLL PLAN -ESC PUN). THE SIMMMDMAII THEPLWH RP YE AND RS APPENOICFS, PLUS THE PERMIT AND ALLWBSFWEM REPoRR AND RELATED DOCUMENTS, S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANETHG& SUBMnNG ME APPUCATpN FOR THE MICA GENERAL STOPMWATER PERMIT FOR CONSTRUCTION ACTIVITY ALL COMPANIES Mar SUBCOMMCCORS INVOLVED W I N STORM WATER POLLUTION PREVENINUM SHALL OBTAIN ACOPY OF THESWPPPAHOTN E STATE OF MINNESOTA NATIONAL POLLIFCAM DISCHARGE SUM NAG ON SYSTEM GENERAL PERMIT NODES PEPMIT AGO BECOME FAN XM WIN THE R CONTENTS 6. BY WNDMWSATHOADDmoNAL T. CCMRACTOR SHALL COMPLY WTx TPMNNG REOUREMENR N PART ISLAD OF THE GENERAL PERMIT . BMPS MDCCMR0455NOALCOHMO lFEDEML,STATE,OR LOUL REOV REMFMSOR MANUALOF PMRIC4A APNWLE CONTRACORSHALL MPLEMFMAD WALCOMROISASOREREDBYPERMi NGAGFNCYDRWVNER. 9, ERM*NMOUDMENTW WLPIANMUSU¢ RLYDELNEATEALLSTATEWAEM PERMTSFORANY CONSTRUCT IXI M'F WIY MPACINGiiniE WAMM ON RFOYIATED WITANDSMUSr BE MANTAINEDONS TEATMLi MES. 30. COMENCIOR SHALL MORNME CLEARING TO THE MAAMUM MEW PRACTICAL OR AS REWIRED BY THE GENERAL PERMIT . CANE BOVNDAPES OFTME CEANUM UMUSSHOWNON THEM HJ NSSIMLLBE CUAIM DEL N ATIMM S WITH HAD STORES SIGNS SILT FENCE, ETC) ON THE IMMINENT SUE BEFOREWORKBSGM. GROUND DSIURBNG ARWRIES MUST NOT MINE OURSDE THE UNITS OF DRTURMNCE IL GENERAL CONTRACTOR MAM DENTS ON PLAIN THE TEMPORARY MOVING AND MERGE AREA WHICH SHALLOW BE USED AS THE EQUIPMENT MAIDUSHANCE AND CLEAR NG AREA. EMPLOYEE MOVING AREA AND AREA FOR LOCATING PORTABLE FMUTIES MIKE TRADERS, AND TOILET MOVIES. 13. AMMAN WATER (CONCRETE CRUDE. VEHICLE W AX NEY MO PMEM CLEARING, RC.I MIND : LIMITED IDA MERGED AREA OF THE STE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING 15 ALLOWED ON SITE. 13. ALL LEON D AND SOU D WASTES G4 AERATED BY CONCRETE WASHOUT OPERATIONS MUST BE WMAINED M A LFAS�PRWF CONTAINMENT FACIRM OR RMEONE LINER, A COMPACTED CUY LINER NOT DOES NOT ALLOW ARSHON LKLUgS TO ENTER GROUND WATER IS CONSIDERED AN IM PERM MOM ME LIQUID AND SWq WARES M UST NOT CWTPR THE GROUND, AND THERE MUST NOT M RUNOFF FROM THE CONECOM WPSNWr OPERATIONS OR PS. UOND AND SOLID WARES MUST BE VEMESEDR PROPERLY AND IN COMPLIANCE WIN M PG REGULATIONS. A NOW MUST BE I NRALLEO MOMENT TO EACH WASHOUT MOM TO INFORM COMPETE FORMS EM OPERATORS TO DOUG THE PROPER FACILITIES. SUFFICIENT OIL AND GERMS ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SUE OR HEADILY AVAILABLE TO COUPON N AN O CLGWOP FUEL OR CHEM KAL SPELL ARM LOOKS, DUSIONTNESITE SHALL BE CONTROLLED ME WE OF MMDR OLL AND ON ER PETROLEUM BASED OR TOXIC UOUIM FOR DUST SUPPRESSION OPERM I OM IS PFCNEUMG 16, SCUD WASTE: CWLECTFD SEMMEM, ASPHALT &CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, MON. CONSTRUCTION & DEMOUTON DEBRIS& OTHER WARES MUST BE DISPOSED OF PROPERLY& MUST COMPLY WITH AFRICA DISPOSAL RENJwEMEMS. 17, HAZARDOUS MATERIALS: Ml GASOUNUU PAIM&ANY NA3AR000S WBRANCFS MUST BE PROPERLYROREM INCLUDING SECMGARY COMMNM ER, TO PRMMSPINUM LEAPS OR OMER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANOAUSM STORAGE &DISPOSAL OF HA3ORDOUS WASTE HOUGH BE IN CpANIANCE WITM MPG REGULATIONS. 1&. ALL STORM WATER POLLUTION PRE44MIgN MEASURES PRESENTED ON TH6 PLAN, AND N THE SWIPE, SHALL BE INITIATED M SOON M PRACTICABLE AND PRIOR TO SOML DISTURBING PLUMES NSFOPS 39. DISTURBED POSITIONS OF ME SITE WHERE CONSTRUCTION ACTIVITY M ASTOPPED MAIL BE TEMPgUAILY SEEDED WITHIN OF PAYS OF gIA..T,.S ROWS SHALL BE IN ACCORDANCE MTNMN/WT SEED MATURE NUMBERWo W III DEPENDING ON THE SEASON OF FLOODING (SEE MN/DOF SPECIFICATION ECTgN 35T5.9)3EEDING MErlgIAXpg ;N1 NRATESHALLMNFORMTOMNMO SPECIFICATIONSECTI ON2W5,3.TFMPOMRYMULINSHALLBE APPL¢DINAIXMDNNCEWRM MWDOTSPEONRATIO "SECTIONES35.3MAND253536 ALTERNRTVELY,xY LKWILMMLNERMACCORDANCE WTGMMN/ WTSIEO FICAYI ONSECTION3535.3HMMOEUSEDINPA OFTEMPOMPYMULCH. M DIVURBEOPWTMN SOFMESREWHEREWVRRUCIONACXYNMMPERMANEMLYSTgPEDSNALLBEPERMANENRYgr IUUO.THESIAR.5XALL BE STRONGER IN ACCOMENCE WITH THE TIME TABLE DESCRIBED ABOUNRFRi REFER O THE GROUND P4X AXIS /OR 1gNOSGPFPLAIN TOP VFGfiATVE<OY4P. 21. CONTRACTORS OR SUBCONTRACTING WILL BE RESPONSIBLE FOR REMOVING SEOIME M FROM CGOVEYANCRS& FROM TEM PMAAY SELS ON MOTION BASINS TXATRRETOBE USED AS PERMANENT WATER WANTS MANAGEMENT WRONG. SEDIMENT MUST BE STABILUED TO PREVENT IT FROM BEING WASHED BACK IWO ME IN, CONGEYANUM. OR OMIWMVWM DISCHARGING OFIGUE OR TO SURFACE MATERS, THE COMMIT OF PERMANENT OBBEI MUST BE SNFIOEM TO RETURN THE SPIN TO DESIGN CKPACRY. 33 XE &OFF-RUE SOIL 9000lU ADD BORROW AREAS SMALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION CE ON E .ACRID STOCKPILE AGO BORROW ARM LOCATIONS SHALL BE NOTED ON THE SHE MAP AND PERMITTED IN ACCRDANCE WITH GENERAL PERMIT 23, UMPOMRYSULSTORPILESMUSTH4VESILTFENCEORMHEPMFECTIWSEDIMEMMMR0 & CANNMBEPOCEDINWRFRCEWATER51 "CLUDING STORMWATEPCMVEYANCESSUOI /SWAB &GURERSK M$OWNDURS &MOTES. 24. SLOPESSMALL BE LEFT INA AgFGHENED CONDITION DURING THE GRACING PHASE TO REDUCE RUNOFF VELOUR ES AND EROSION. 6 25, WE TO THE GRACIE CHANGES WRING THE DEVELOPMENT OF THE MISTED THE COMPACTOR SHALL BE RESPONSIBLE FOR AWU5TING THE CHURCH WWRM MET. W MS (SILT f EARS, CH MK DAMS TNLU PROTECTION DM CTS. ETC) TO PREV EM E POST W. ALL COMTRUCION STALL BE STABILIZED MINE END OF EACH WO EYING DAY, INA INCLUDES SACCFILLI "G OF TRENCHES FOR UTILITY CONSTRUCTION AND P4CW MOFGRAVELCOBRUMMWSPAWWFORROADWNMUCTON. MAINTENANCE NOTES: ALL METAINESRATFO ON INS EROSION AND SEDIMENT COMEM PUN, AND IN THE STORM WATER POLLO51 W MOMENTUM PLAN SHALL BE MASMMHEO IN FULLYFUNCCONALCONgrgN UMILNOLONGERREWREO FM AWMPLMD PHASE OF WMKOR FIMLRASIUBATON OFTHESnE ME DESIGNATED ONfACT FEMON NOTED MIND PUN MUST Rp INELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DATA WRING ACNE CONSTRUCTION AND WITHIN24HWMAAERARAINHL EMGRGTERIHM0.51NCME51N3 HOURS, ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANSDANO REPMRED INACCOROANCE WITH THE FO LDWING: 1, ALLULT FENCES MUST BE REFORM, REPLACED, OR SUPPLEMENTED WHEN NOT BECOME NONFUNCTIONAL OR THE SEGMENT RoMM61 /S OF THE WEELT OF ME FENCE TAME REMM MUCH BE MADE WITHIN N MOUNT OF DISCOVERY, OR AS SOON A5 HELD CONDITIONS ALLOW ACCESS. TEMFOMRY AND HE RMRMEM SEDUM ENTATIW WOUNS MUST BE LEARNED AN D THEMOM OFF REMOVED WHEN THE DEMOS OF 5 EDIM ENT COLLECTO DIN ME X REACHES VO THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WTTXIN 32 HOMES OF DISCOVERY, OR AS SOW AS NEW CORMUSIS ALLOW ACCESS (SEE FART IVD. CG ME GENERAL PERMUTE. SURFACE WATEM. INCLUDING OEM RACE MINES AND CONNEYANCE MIA MS, MUST BE IMFECED FOR OIMENCF OF SEDIMENT BEING EPOS RED BY E RMION ME CONTRACTOR MUST REMOVE ALL DOCTORS AND SEDIMENT DEPOSITED I N SURFACE WATERS, EYOWING DRAINAGE WAYS, CmH BRAINS, AND OTHER DRAINAGE SYSTEMS. AND RESTART LRE THE OPEN WHERE SEDIMENT REMOVAL RESUMS IN EXPOSED SO L THE REMWII AND STEP H EATION MUST TAKE PUCE WITHIN SEVEN O) DAYS OF DISCOVERY UNLESS PRELUDED SY LEGµ MWUTCRI, OR PHYSICAL ROOM COMMON MY, ME CONTRACTOR XOU WE ALL REASONABLE FF FOUR TO OBTAIN ACCESS. IF PRECLUDED. REMOVAL AND STABILIZATION MUST TAKE PUCE WITHIN SEVEN (7) CA LENDAR DAYS OF OBTNNING AIXESS. THE CONFRRCOR T ReEMONSIBLE FOR CONTACTING ALL LOCAL REGIONAL STATE AND F E DERAL AUFNORm IS AND RECEIVING AM APPLICABLE PERM ITS. PRIOR TO CONGKTING ANY WORK. CONSTRUCTION SITE VEHICLE WT L04AONS MUST BE INSPECTED FDA EVIDENCE OF OFF-SUE SEOIM ON WORK. OHIO PAVED SURFACES TRIMMED SEDMENT MUST BE REMOVED MOM ALL WHICH PAVED SURFACES, WITHIN 21 HOURS OF DISCOVERY, ON IF APPLICABLE, WITH I N A SHORT ER TIME TO COM PLY CORN PART 16 OF ME GENERAL PERMIT. 5, THE CONTRACTOR G RESPOSIDE FOR THE OPERATION AN G M iI WNM OF TEMPORARY AND PERMANENT WATER OIAUIY MANAGEMENT BMPS, AS WELL AS ALL ERGSMH PREVENTION AND SEDIMENT CONTROL BMPS, FOR TH E DURATION OF THE CONSTPURI ON WORK AT ME SITE M E M RM ArtEED)ARE RESPOMIBLF WIN L ANOTHER PERM ME E HAS ASSUMED CONTROL ACCORD NG TO PARE RIBS OVER ALL AREAS OF ME SITE MAT HAVE NOT BEEN FINALLY STABW2EO OR THE&It HAD UNDERGONE FINAL STAIN UNNON. BUD NOR WAS BEEN SUBMITTED TO THE MPG. 6, IF SEDC M BURNS THE COMTRULTON ARE, OFFyTE MCUM UUTgND OF SEDMEM MOST BE REMOVED IN A MANNER AND AT A F M4VENCY UNICIEM TO MINIMIZE OFFSET IMPACTS RG. NOTICE SEDIMENT IN STRERS COULD BE WASHED IMO STORM SERIES BY THE MM RAIN ENO /GP FORM A SAFETY HOOVER TO US ERS OF PUSUC SUMM). Y ALL MSTRATOR MGM MUSTBE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING C MUCTON gCIYTTIES 15 REACHING THE INE TITRATION ARM AND THESE MW ARE PROTECTED FROM COMPACNON DUE TO CONSTRUCTION SWIMMER DRIW NG ACRES ME INFILTRATION AREA, kambatek www.sam6atek.com 12M WN Wr DON. Sub NO MWTIBWONO MN 55343 M 4]6.50101e1ep)Mre 703.476.0532 f3a4nlb FR9I1e019I SUDDEN IPhor ag IBnYNWIXMI Client VENTUREPASS PARTNERS, LLC 19630 WATERFORD COURT SHOREWOOD, MN 55331 La TTE PASS PARTNERS Project CENTRAL GATEWAY PLAZA Location COLUMBIA HEIGHTS, MINNESOTA Certification rclPod"ARE ands w aAINn N, wI w palm poSrsaR,N ENGINE[ m Tarn MITION. of ea -M ` 2 �da Ran WRWT PNnnona ^Nry N;� Vepan1110/3.m /3010 NI Summary )ESIgneA: we Drawn. USE &PWDVEA:w Book /Page: NNse: PMLimmm AE dal IKAI LW on, Revision History 4 Date By 5ubminal /Revision iheet Title :ROSION :ONTROL )ETAILS sheet No. Revision rZ5.03 Toject No. VEN20115 �LBs IwPa MATNANTS1 f G II 3:LMiUTfP 5FR5�5 I CONCRETE M EA F NRA SM 2 CONCRETE WASHOUT AREA & YIMxnx MINIMUM ]0 Mif NATO fin IPOLn PFW WOn MLFMro[Cx[MT W45MWTPA[AIS 5 XiN .4DHATTRMANNUCTOMMAr TNE— OKErP #A EWI""rtW S 'PJSTS XINMST 0P U —Be AS NECESSAGROCCLEVERLYPEARNATC LTMNKS" or THE MNa NF NrMM D AxD SxuwM G INAMD W r B RE SSAM ICI MACOWrWTSMNf AT END M"[M3VEOiROMMFSrt[ a rosin A:`NN+AaEPN D wAm snf. ON.F EGRAAND .1-111 DAEMON OF 6 A ow OTHERWISE irsn¢D IN A w.INER ADOPTED aixi` THEM � CONCRETE WASHOUT AREA `U NILN11 SOIL SILT FENCE DETAIL NOTTOSMLE WASCRUNCAUDYKAPHICALITY NOTTOS4ULE 1, PREPARE SOIL BEFORE INRAWNG eUNNCS, INOU DING AW NECESSARY APNIGTON OF UME HUR MEN, AND SEE U. s Y BEGIN AT THE TOP OF ME SOOT BY ANOIORING THE BLANKET IN A SP MET X 6 WIDE TO OWN WIN N A"ONMATELY 22- OF MONUTEMENDE D BEYOYO THE UP4UME PORTION OF ME TRENCH. ANCHOR THE NAN KC WIN ROW OF STRNES/STMES APPROXIMATELY LIT APART IN THE BOTTOM OF THE TOE NCH, WASH AN000MPACT TH E TRENCH DOER STAPLING. APPLY SEED TO COMPACT E D SOIL AND For D REMAINING 12' PORTION OF BLANKET BACK ME SEED AND IL SEWREUNKET MR COMPACTED SOIL WIN ROW OF STAPLES /STARES ACED APPROXIMATELY 12- APART ACROSS THE WIDTH OF ME BLANKET. OLL ME BUNKRS0) SOON OR IF I HORIZONTALLY ACROSS ME SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINUTHESOLSURPACE ALLBUNKMMWS ECUR6YFASTENED TO SOILSUFFAM BY MUMS STAPLEVSCATIES IN APPROPRIATE LOCATIONS M PER AWHUFACNRES RECONAM OMGN. 4 THE EDGES OF PARALLEL BUNKErs MUST BE STAPLED MTN APPR WTEU P,V MEW MPMMAGONBUNKCTYIN TO ENSURE PROPER SERVE AUGNMEM. PLACE INS EDGE OF THE OVEPWNXG MOUNT BUREAU BEING INSTALLED ON TON EVEN WITH THE SUM MUCH ON THE PREWOMEM INSTALLED BUNKR, OXSECMIVE BIANKEiS SPO[FO DOWN ME SLOPE MUR BE PLACED END OVER ENO (SHINGLE BIYLE WMANAPPROMMATE B- OVFRUP. STANETNRWGNOVERUPIFDMU ,APPROXIMATELY 12-MART ACROSS EMOTE BUNDU WORN. 6. PLACE RAPLMFRAYFS PER MANUFACTURE RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING NOTES. L IN WON SOIL CONDMOM. THE USE OF MAPLE W STAKE LENGTHS GREATER THAN V 'MAYBE NECESSAM TO PROPERLY SECURE TM B ANKETS- Z, FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPEMPLATgN FOR PRODUCT SELECTION BROAD DRAIN INLET PROTECTION (IP -1) EROSION CONTROL BLANKET NOTTOSCALE N.T,S, GENERAL EROSION NOTES: CWSTRUC *N SHALL COMPLY WITH ALL APPLICABLE GOVERNING TONS AN0 BE CONSTRUCTED TO SAME- WMEREACONFUCFEXNTSBEIWEENLOCAL SUP SgCT WYSTANDMD SPECIFICATIONS AND SAMBATEK STANDARD SPECIFICATIONS, ME MORE STRINGENT SPECIFICATION SNALLAPHY. 3, THE GENERAL CONTRACTOR SNALLIAM ALL PRECAUTIONS NECE5SAIDTORV00 PROPERTY OAMEGEMADMRMPROPERTESOUNNEWNE ONSAUCF ON INNUES OFTHU PINUUM THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AM DAMAGES OCCURRING TO THE ADJACENT PROPERTIES WR NG TIE CONSTRUCTION PHASESOP THIS PROJECT. 0. AXE STORMWATFR MILLION PREVENTION PLAN UNRIPE) S COMPRISED OF THIS GROUND EPI& SEDIMENTATION COMPLL PLAN -ESC PUN). THE SIMMMDMAII THEPLWH RP YE AND RS APPENOICFS, PLUS THE PERMIT AND ALLWBSFWEM REPoRR AND RELATED DOCUMENTS, S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANETHG& SUBMnNG ME APPUCATpN FOR THE MICA GENERAL STOPMWATER PERMIT FOR CONSTRUCTION ACTIVITY ALL COMPANIES Mar SUBCOMMCCORS INVOLVED W I N STORM WATER POLLUTION PREVENINUM SHALL OBTAIN ACOPY OF THESWPPPAHOTN E STATE OF MINNESOTA NATIONAL POLLIFCAM DISCHARGE SUM NAG ON SYSTEM GENERAL PERMIT NODES PEPMIT AGO BECOME FAN XM WIN THE R CONTENTS 6. BY WNDMWSATHOADDmoNAL T. CCMRACTOR SHALL COMPLY WTx TPMNNG REOUREMENR N PART ISLAD OF THE GENERAL PERMIT . BMPS MDCCMR0455NOALCOHMO lFEDEML,STATE,OR LOUL REOV REMFMSOR MANUALOF PMRIC4A APNWLE CONTRACORSHALL MPLEMFMAD WALCOMROISASOREREDBYPERMi NGAGFNCYDRWVNER. 9, ERM*NMOUDMENTW WLPIANMUSU¢ RLYDELNEATEALLSTATEWAEM PERMTSFORANY CONSTRUCT IXI M'F WIY MPACINGiiniE WAMM ON RFOYIATED WITANDSMUSr BE MANTAINEDONS TEATMLi MES. 30. COMENCIOR SHALL MORNME CLEARING TO THE MAAMUM MEW PRACTICAL OR AS REWIRED BY THE GENERAL PERMIT . CANE BOVNDAPES OFTME CEANUM UMUSSHOWNON THEM HJ NSSIMLLBE CUAIM DEL N ATIMM S WITH HAD STORES SIGNS SILT FENCE, ETC) ON THE IMMINENT SUE BEFOREWORKBSGM. GROUND DSIURBNG ARWRIES MUST NOT MINE OURSDE THE UNITS OF DRTURMNCE IL GENERAL CONTRACTOR MAM DENTS ON PLAIN THE TEMPORARY MOVING AND MERGE AREA WHICH SHALLOW BE USED AS THE EQUIPMENT MAIDUSHANCE AND CLEAR NG AREA. EMPLOYEE MOVING AREA AND AREA FOR LOCATING PORTABLE FMUTIES MIKE TRADERS, AND TOILET MOVIES. 13. AMMAN WATER (CONCRETE CRUDE. VEHICLE W AX NEY MO PMEM CLEARING, RC.I MIND : LIMITED IDA MERGED AREA OF THE STE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING 15 ALLOWED ON SITE. 13. ALL LEON D AND SOU D WASTES G4 AERATED BY CONCRETE WASHOUT OPERATIONS MUST BE WMAINED M A LFAS�PRWF CONTAINMENT FACIRM OR RMEONE LINER, A COMPACTED CUY LINER NOT DOES NOT ALLOW ARSHON LKLUgS TO ENTER GROUND WATER IS CONSIDERED AN IM PERM MOM ME LIQUID AND SWq WARES M UST NOT CWTPR THE GROUND, AND THERE MUST NOT M RUNOFF FROM THE CONECOM WPSNWr OPERATIONS OR PS. UOND AND SOLID WARES MUST BE VEMESEDR PROPERLY AND IN COMPLIANCE WIN M PG REGULATIONS. A NOW MUST BE I NRALLEO MOMENT TO EACH WASHOUT MOM TO INFORM COMPETE FORMS EM OPERATORS TO DOUG THE PROPER FACILITIES. SUFFICIENT OIL AND GERMS ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SUE OR HEADILY AVAILABLE TO COUPON N AN O CLGWOP FUEL OR CHEM KAL SPELL ARM LOOKS, DUSIONTNESITE SHALL BE CONTROLLED ME WE OF MMDR OLL AND ON ER PETROLEUM BASED OR TOXIC UOUIM FOR DUST SUPPRESSION OPERM I OM IS PFCNEUMG 16, SCUD WASTE: CWLECTFD SEMMEM, ASPHALT &CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, MON. CONSTRUCTION & DEMOUTON DEBRIS& OTHER WARES MUST BE DISPOSED OF PROPERLY& MUST COMPLY WITH AFRICA DISPOSAL RENJwEMEMS. 17, HAZARDOUS MATERIALS: Ml GASOUNUU PAIM&ANY NA3AR000S WBRANCFS MUST BE PROPERLYROREM INCLUDING SECMGARY COMMNM ER, TO PRMMSPINUM LEAPS OR OMER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANOAUSM STORAGE &DISPOSAL OF HA3ORDOUS WASTE HOUGH BE IN CpANIANCE WITM MPG REGULATIONS. 1&. ALL STORM WATER POLLUTION PRE44MIgN MEASURES PRESENTED ON TH6 PLAN, AND N THE SWIPE, SHALL BE INITIATED M SOON M PRACTICABLE AND PRIOR TO SOML DISTURBING PLUMES NSFOPS 39. DISTURBED POSITIONS OF ME SITE WHERE CONSTRUCTION ACTIVITY M ASTOPPED MAIL BE TEMPgUAILY SEEDED WITHIN OF PAYS OF gIA..T,.S ROWS SHALL BE IN ACCORDANCE MTNMN/WT SEED MATURE NUMBERWo W III DEPENDING ON THE SEASON OF FLOODING (SEE MN/DOF SPECIFICATION ECTgN 35T5.9)3EEDING MErlgIAXpg ;N1 NRATESHALLMNFORMTOMNMO SPECIFICATIONSECTI ON2W5,3.TFMPOMRYMULINSHALLBE APPL¢DINAIXMDNNCEWRM MWDOTSPEONRATIO "SECTIONES35.3MAND253536 ALTERNRTVELY,xY LKWILMMLNERMACCORDANCE WTGMMN/ WTSIEO FICAYI ONSECTION3535.3HMMOEUSEDINPA OFTEMPOMPYMULCH. M DIVURBEOPWTMN SOFMESREWHEREWVRRUCIONACXYNMMPERMANEMLYSTgPEDSNALLBEPERMANENRYgr IUUO.THESIAR.5XALL BE STRONGER IN ACCOMENCE WITH THE TIME TABLE DESCRIBED ABOUNRFRi REFER O THE GROUND P4X AXIS /OR 1gNOSGPFPLAIN TOP VFGfiATVE<OY4P. 21. CONTRACTORS OR SUBCONTRACTING WILL BE RESPONSIBLE FOR REMOVING SEOIME M FROM CGOVEYANCRS& FROM TEM PMAAY SELS ON MOTION BASINS TXATRRETOBE USED AS PERMANENT WATER WANTS MANAGEMENT WRONG. SEDIMENT MUST BE STABILUED TO PREVENT IT FROM BEING WASHED BACK IWO ME IN, CONGEYANUM. OR OMIWMVWM DISCHARGING OFIGUE OR TO SURFACE MATERS, THE COMMIT OF PERMANENT OBBEI MUST BE SNFIOEM TO RETURN THE SPIN TO DESIGN CKPACRY. 33 XE &OFF-RUE SOIL 9000lU ADD BORROW AREAS SMALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION CE ON E .ACRID STOCKPILE AGO BORROW ARM LOCATIONS SHALL BE NOTED ON THE SHE MAP AND PERMITTED IN ACCRDANCE WITH GENERAL PERMIT 23, UMPOMRYSULSTORPILESMUSTH4VESILTFENCEORMHEPMFECTIWSEDIMEMMMR0 & CANNMBEPOCEDINWRFRCEWATER51 "CLUDING STORMWATEPCMVEYANCESSUOI /SWAB &GURERSK M$OWNDURS &MOTES. 24. SLOPESSMALL BE LEFT INA AgFGHENED CONDITION DURING THE GRACING PHASE TO REDUCE RUNOFF VELOUR ES AND EROSION. 6 25, WE TO THE GRACIE CHANGES WRING THE DEVELOPMENT OF THE MISTED THE COMPACTOR SHALL BE RESPONSIBLE FOR AWU5TING THE CHURCH WWRM MET. W MS (SILT f EARS, CH MK DAMS TNLU PROTECTION DM CTS. ETC) TO PREV EM E POST W. ALL COMTRUCION STALL BE STABILIZED MINE END OF EACH WO EYING DAY, INA INCLUDES SACCFILLI "G OF TRENCHES FOR UTILITY CONSTRUCTION AND P4CW MOFGRAVELCOBRUMMWSPAWWFORROADWNMUCTON. MAINTENANCE NOTES: ALL METAINESRATFO ON INS EROSION AND SEDIMENT COMEM PUN, AND IN THE STORM WATER POLLO51 W MOMENTUM PLAN SHALL BE MASMMHEO IN FULLYFUNCCONALCONgrgN UMILNOLONGERREWREO FM AWMPLMD PHASE OF WMKOR FIMLRASIUBATON OFTHESnE ME DESIGNATED ONfACT FEMON NOTED MIND PUN MUST Rp INELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DATA WRING ACNE CONSTRUCTION AND WITHIN24HWMAAERARAINHL EMGRGTERIHM0.51NCME51N3 HOURS, ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANSDANO REPMRED INACCOROANCE WITH THE FO LDWING: 1, ALLULT FENCES MUST BE REFORM, REPLACED, OR SUPPLEMENTED WHEN NOT BECOME NONFUNCTIONAL OR THE SEGMENT RoMM61 /S OF THE WEELT OF ME FENCE TAME REMM MUCH BE MADE WITHIN N MOUNT OF DISCOVERY, OR AS SOON A5 HELD CONDITIONS ALLOW ACCESS. TEMFOMRY AND HE RMRMEM SEDUM ENTATIW WOUNS MUST BE LEARNED AN D THEMOM OFF REMOVED WHEN THE DEMOS OF 5 EDIM ENT COLLECTO DIN ME X REACHES VO THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WTTXIN 32 HOMES OF DISCOVERY, OR AS SOW AS NEW CORMUSIS ALLOW ACCESS (SEE FART IVD. CG ME GENERAL PERMUTE. SURFACE WATEM. INCLUDING OEM RACE MINES AND CONNEYANCE MIA MS, MUST BE IMFECED FOR OIMENCF OF SEDIMENT BEING EPOS RED BY E RMION ME CONTRACTOR MUST REMOVE ALL DOCTORS AND SEDIMENT DEPOSITED I N SURFACE WATERS, EYOWING DRAINAGE WAYS, CmH BRAINS, AND OTHER DRAINAGE SYSTEMS. AND RESTART LRE THE OPEN WHERE SEDIMENT REMOVAL RESUMS IN EXPOSED SO L THE REMWII AND STEP H EATION MUST TAKE PUCE WITHIN SEVEN O) DAYS OF DISCOVERY UNLESS PRELUDED SY LEGµ MWUTCRI, OR PHYSICAL ROOM COMMON MY, ME CONTRACTOR XOU WE ALL REASONABLE FF FOUR TO OBTAIN ACCESS. IF PRECLUDED. REMOVAL AND STABILIZATION MUST TAKE PUCE WITHIN SEVEN (7) CA LENDAR DAYS OF OBTNNING AIXESS. THE CONFRRCOR T ReEMONSIBLE FOR CONTACTING ALL LOCAL REGIONAL STATE AND F E DERAL AUFNORm IS AND RECEIVING AM APPLICABLE PERM ITS. PRIOR TO CONGKTING ANY WORK. CONSTRUCTION SITE VEHICLE WT L04AONS MUST BE INSPECTED FDA EVIDENCE OF OFF-SUE SEOIM ON WORK. OHIO PAVED SURFACES TRIMMED SEDMENT MUST BE REMOVED MOM ALL WHICH PAVED SURFACES, WITHIN 21 HOURS OF DISCOVERY, ON IF APPLICABLE, WITH I N A SHORT ER TIME TO COM PLY CORN PART 16 OF ME GENERAL PERMIT. 5, THE CONTRACTOR G RESPOSIDE FOR THE OPERATION AN G M iI WNM OF TEMPORARY AND PERMANENT WATER OIAUIY MANAGEMENT BMPS, AS WELL AS ALL ERGSMH PREVENTION AND SEDIMENT CONTROL BMPS, FOR TH E DURATION OF THE CONSTPURI ON WORK AT ME SITE M E M RM ArtEED)ARE RESPOMIBLF WIN L ANOTHER PERM ME E HAS ASSUMED CONTROL ACCORD NG TO PARE RIBS OVER ALL AREAS OF ME SITE MAT HAVE NOT BEEN FINALLY STABW2EO OR THE&It HAD UNDERGONE FINAL STAIN UNNON. BUD NOR WAS BEEN SUBMITTED TO THE MPG. 6, IF SEDC M BURNS THE COMTRULTON ARE, OFFyTE MCUM UUTgND OF SEDMEM MOST BE REMOVED IN A MANNER AND AT A F M4VENCY UNICIEM TO MINIMIZE OFFSET IMPACTS RG. NOTICE SEDIMENT IN STRERS COULD BE WASHED IMO STORM SERIES BY THE MM RAIN ENO /GP FORM A SAFETY HOOVER TO US ERS OF PUSUC SUMM). Y ALL MSTRATOR MGM MUSTBE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING C MUCTON gCIYTTIES 15 REACHING THE INE TITRATION ARM AND THESE MW ARE PROTECTED FROM COMPACNON DUE TO CONSTRUCTION SWIMMER DRIW NG ACRES ME INFILTRATION AREA, kambatek www.sam6atek.com 12M WN Wr DON. Sub NO MWTIBWONO MN 55343 M 4]6.50101e1ep)Mre 703.476.0532 f3a4nlb FR9I1e019I SUDDEN IPhor ag IBnYNWIXMI Client VENTUREPASS PARTNERS, LLC 19630 WATERFORD COURT SHOREWOOD, MN 55331 La TTE PASS PARTNERS Project CENTRAL GATEWAY PLAZA Location COLUMBIA HEIGHTS, MINNESOTA Certification rclPod"ARE ands w aAINn N, wI w palm poSrsaR,N ENGINE[ m Tarn MITION. of ea -M ` 2 �da Ran WRWT PNnnona ^Nry N;� Vepan1110/3.m /3010 NI Summary )ESIgneA: we Drawn. USE &PWDVEA:w Book /Page: NNse: PMLimmm AE dal IKAI LW on, Revision History 4 Date By 5ubminal /Revision iheet Title :ROSION :ONTROL )ETAILS sheet No. Revision rZ5.03 Toject No. VEN20115 �LBs E%STdiG &91ffiiG i -- - mmem 105 LF D6 4 OIR HOPE CLE N ED RI 6'CEEPNdR INCREASER EEXOTNENNp EYRiIBXG F6B1 E ^90350 EG A J N 0 S , O IS, r L �Pek ? - -- - 59E W SER26 @SW% CONNICUMDA5TNG UUMARYSEWEPMANXOLF S 2R1 -6' 500.26 @vW%i END C PIPE W/ MP RAP IF Sp315 RI6ie ^wvE I BT — flE•SO2. 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TELEPHONE —VR — UTILITY CONSTRUCTION NOTES P, THE NILGY IMPRICAREMENTS FOP THIS PRORCT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 'STANDARD MIUTIES SPECIEICADONS' AS HUMMED BY THE CITY ENGINEERS MEDICATION OF XNESOTA(CDNMA EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A GUY OF THESE "ECRICATION, . I ALLM IISSXLLSEMNSTPUREDNMWRMNCETOCHIYREDYPEMEMS. i_ CONTRACTOR [ .EWO NGTOMEQ WVE V SO R APWALM NLMDUAMXR2EDTODOBYTETO TO MERSECONSEWENCESOF PNY STHEUNTRAC UNSCXEDVLED gsPVPTpH50F SERVICE TOIXF PUBL[METHE LABILITY OF THE CONTRACTOR 3 A MINIMUM VERTICAL 5VAPATIXH OF IB MOMS IS REWIRED AT ALL WPTERMPN AND SEVAR MAIN UN LONG STORM AVG SAN EARD) UM5 NG5. B. ALL MATERIALS SHALL BE AS SPECIFIED IX CEAM SPE[FKATONS EXCEPT AE MODIFIED HEREIN. ] aLMATEMN SHa COMPLYW THEPEQUPEMEMSCETHEOT'. 3, ALL SANITARY SEWER TO BE PVC SD0.35 WILES NOTED OTXERW SE. 3. 1U. WATIOU NTO BE DUCTILE ION MSS SE WITH l S FEET M I T MYM COVER, X. PLL STORM EMERY PIPE M BE REINFORCED CONCRETE P I PE WITH RJ XRWD AND RUBBER ..A 5. PP RAW SHALL BE M VOLT CU353. C COMPACTOR SHALL W ER TO NCHTECURAC PLANS FOR EMU LOCATI DNS AND q M EN50M OF VESTIBULE MT PORCHES RAMPS, TRUCK DOCKS DIMENSIONS BUILDING MENSONS AND EMU BUILDING UT L9 ENTRANCE LOGT ME D THE CONTMCTOPS 6PEOFGLLY GVTONGTHNT THE LOCATION ANO /OR ELEVATION OF EMSTXG M Ui ES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES XD, WHERE POSSIBLE, MEASVREMEMS TAKEN IN THE FIELD. ME INFORMATION IS NOT M BE RELIED ON AS BENG EXACTOR COMPLETE . THE CONTRACTOR MUST CALL THE APPROPRIATE WIFE COMPANY PT LEAST N HOURS BEFORE ANY EXGVPTgN TO REQUEST EMU F ELO LOCATION OF UTILITIES, IT SXPLL BEiNE PESPDXS BrtHiY OF THE CONTRACTOR IOflELOGTE ALL EX6i HG VT ui ES WHICH COXMR WITH THE PROPOSED IMPROVEMENTS SHOWN U THE PUNS. THE LOCATIONS OF SMALL UTUTMMALLMOBT4NEDBVTXECONTAA MBYGLLNGWPHERSMEONEGLLPT456mR. E, ME CONTINUUM MALL TAUML PRECAUTIONS NECESSARY TO AVOID PROPERTY MMPGE TO dPCFM PROPERTIES DUMNG ME CONSTRUCTION NQUESOF THIS PROJECT, ME CONTRACTOR WILL M HELD sGLELY MANDRAKE FR MY DAMAGES M THE AWPCEM PROMPTED OCCURMNG DURING TWOONSTRURp.A.L. 50i TN6PPdER FEIY MCTRS: NACWRDANCEWITHGMEMLLYACCEPTEOWNSTRU UQN RCp THE COMPACTOR WILL BE SOLELY AND COMP LET ELY RESPONS R LE TOP CCNOTORM ON THEME SITE INCLUDING SAFETY OF PLLPEMOXS AND PADRE UY OR NG PER FORMAN CE OF THE WORK SITE. REQUI MIME WIRL APP LY CONTNUWSLY AND AM BE L MEND TO NORMAL WORKING iME DUTY OF ME ENGINEER R THE GRAMCFER TO CONDUCT COMA UCTION A MEW OF THE CDMMRWS PERFORMANCE SNDi I NTENDEDM INCLUDE PEN M OF THE ADEQUACY OF THE COMMRRS SAFETY M WON IS IN. U OP NEAR ME CONSTRUCT ONSITE, G, ALLAY MOUTSDUHE PPOPERBWNDA MTMAMEMSNXBOV MONPUCTICN O NND SODDED AREAS SHALL BE RESTORED WITH INCHES Of TOPSLRL PLACED BENGTXTMACRES X CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND Mq NTPINIxG TRPFFCCOMPOL DPACESSURN AS MAR CPOES WARNINGS SIGNS, DIRECTIONAL S ENS RAGMEN AND L GMSTO DO= MOVEMENT OFTMFi C WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFMM TOAPPPOPH ARM NNESOTADEPAHOMENT OFTPANSPORW U S MOMOS. I aLSRSTUTNGSHALLBECOMPLETEDBYPNXOEPENDEMSOIU ENGINEER, EXGVATONFOPME PURPOSE OF REMOVING UNSTNLE R UNSUITABLE SKIS SHALL BE COMPLETED AS REWIRED BY THE 50 T MIXFLLCONSTPUCTON SHALL COMPLY WITH THE REQUIREMENTS OF THMISEXGNEEfl THE COMPPRR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SO TESTS AND SOIL INSPECTIONS WITH THE SOIM ENGINEER. ADEN DRIED: THE COMMRR SHALL RTAM 1 CCM OF THIS SOILS REPORT, I. PMONTO PLACEMENT OF AGGREGATE BASE ATEM POLL WILL BE REWIRED ON THE STREET AND PARR NG MM SYBGMOE, THE CONTRACTOR SHALL PRUDE A LOREM TANDEM ABLE TRUCK WITH A GROSS WRIGHT OF25TONS, THE TEST HOLDING SHALL BE AT ME DMECTON R THE SOLE ENGINEER AND SMU BE COMPLETED I H AREAS AS V MUDD BY THE WINS ENO NEER THE SOK LS IN 01 NEED SHALL DISTREEM IKE WHICH SECTORS OF THE STREET OR PARKING AREA ME UNSTABLE CORRECTION OF THE SUMAPOE SO IS SHALLBE COMPLETED IN ACCORDANCE WITH THE PEMBLEM EMS OF THE ACRES .1.111. E. iH E TREES AND OCHER NPTVML VEGETATION MMII N ME PROJECT AND/OR ADJACENT TO THE PPdERPMOi PRIME COMER 0iM COMP4ROPY OPERATIONS. HE WILL BE REWIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIP MEW 15 NOT NEE MERELY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE ERIPEME GWON IN WORD NG ADUCENT TO MEN SHOULD MY MWON M THE TREE BRANCHES REWIRE PEMOVUL TO PERMIT OPERATION OF iNECOMRARM'S EWIPMEM, HE SHALL OBTAIN THE SERVICES OF A PPOPEESIRALTRIE TRIMMING SERVICE MTRIM THE TREEK PMOR TO THE BEGINNING R THE GRENADIER SXOUNTHE CONTRACTORS OPERATIONS RESULT INTHE BREAKING OF AM LIMBS THE BROKEN LIMBS SHOULD BE PEMOVEOIMMEDSATELY AND CUTS SHALL BE PROPERA PRMEMD70 MINIMISE ANY DAMAGE, COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRACING CONSTRUCTION AND NOSPECIALPAYMENTWILI BE MADE. I ME CONTRACTOR SHALL SUBMIT 2 WHILA OF SHOP DRAWINGS FOR MANHOLE ANDGid BAXH YRUPESiO . COXTPPROPSWLLILLOW S WORRIXG GAYS FOR SHOP DRAWING REVIEW M. THE FACTOR AND M UR SUPPLIER SHALL DETERMINE THE MINIMUM CHARACTER REWIRED FOR EACH STORM SEWED STRUCTURE. (T NORTH D m aD RULE IN FEET ksambatek www.sambatek.com 1200D 011geNUMT DTNB, SPIN 300 MIENTEME, MN 55343 763.476.6010 telephone 70.476 0532 fWGII FNMIFEELFIlp I BarWpre I FIBER, IFmlmrvmn� Client VENTURE PASS PARTNERS LLC 19620 WATERFORD COURT SHOREWOOD MN 55331 (�/DTURE PASS PARTNERS Project CENTRAL GATEWAY PLAZA Location COLUMBIA HEIGHTS, MINNESOTA Certification Summary DRAH,W MU DT.WQ MGB BREMNER: uN WAR /Page: PM56'. PRSUMPIARY WIW WRRK.a..' Revision History No. Data By SubWffal /R.Y(A N Sheet Title UTILITY PLAN Sheet No. Revision C6.01 3roject No. VEN20115 Ii II Z I G a z I U 1 I) S1 ( T $ a al MEENNERLEGEND PPOPOSEO EXISTING OUR BBGUTTEP STORM SINGER G— H' R % - -® SPHrtARARN EP B------- $— .1.- ..- .._ -OD IMEEMAM IGAI &7-1 IN FASEMEXiN -- B- -- DMNNIEE —.—N.— ..,_ GAS REORC ¢ ..._ ... TELEPHONE —VR — UTILITY CONSTRUCTION NOTES P, THE NILGY IMPRICAREMENTS FOP THIS PRORCT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 'STANDARD MIUTIES SPECIEICADONS' AS HUMMED BY THE CITY ENGINEERS MEDICATION OF XNESOTA(CDNMA EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A GUY OF THESE "ECRICATION, . I ALLM IISSXLLSEMNSTPUREDNMWRMNCETOCHIYREDYPEMEMS. i_ CONTRACTOR [ .EWO NGTOMEQ WVE V SO R APWALM NLMDUAMXR2EDTODOBYTETO TO MERSECONSEWENCESOF PNY STHEUNTRAC UNSCXEDVLED gsPVPTpH50F SERVICE TOIXF PUBL[METHE LABILITY OF THE CONTRACTOR 3 A MINIMUM VERTICAL 5VAPATIXH OF IB MOMS IS REWIRED AT ALL WPTERMPN AND SEVAR MAIN UN LONG STORM AVG SAN EARD) UM5 NG5. B. ALL MATERIALS SHALL BE AS SPECIFIED IX CEAM SPE[FKATONS EXCEPT AE MODIFIED HEREIN. ] aLMATEMN SHa COMPLYW THEPEQUPEMEMSCETHEOT'. 3, ALL SANITARY SEWER TO BE PVC SD0.35 WILES NOTED OTXERW SE. 3. 1U. WATIOU NTO BE DUCTILE ION MSS SE WITH l S FEET M I T MYM COVER, X. PLL STORM EMERY PIPE M BE REINFORCED CONCRETE P I PE WITH RJ XRWD AND RUBBER ..A 5. PP RAW SHALL BE M VOLT CU353. C COMPACTOR SHALL W ER TO NCHTECURAC PLANS FOR EMU LOCATI DNS AND q M EN50M OF VESTIBULE MT PORCHES RAMPS, TRUCK DOCKS DIMENSIONS BUILDING MENSONS AND EMU BUILDING UT L9 ENTRANCE LOGT ME D THE CONTMCTOPS 6PEOFGLLY GVTONGTHNT THE LOCATION ANO /OR ELEVATION OF EMSTXG M Ui ES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES XD, WHERE POSSIBLE, MEASVREMEMS TAKEN IN THE FIELD. ME INFORMATION IS NOT M BE RELIED ON AS BENG EXACTOR COMPLETE . THE CONTRACTOR MUST CALL THE APPROPRIATE WIFE COMPANY PT LEAST N HOURS BEFORE ANY EXGVPTgN TO REQUEST EMU F ELO LOCATION OF UTILITIES, IT SXPLL BEiNE PESPDXS BrtHiY OF THE CONTRACTOR IOflELOGTE ALL EX6i HG VT ui ES WHICH COXMR WITH THE PROPOSED IMPROVEMENTS SHOWN U THE PUNS. THE LOCATIONS OF SMALL UTUTMMALLMOBT4NEDBVTXECONTAA MBYGLLNGWPHERSMEONEGLLPT456mR. E, ME CONTINUUM MALL TAUML PRECAUTIONS NECESSARY TO AVOID PROPERTY MMPGE TO dPCFM PROPERTIES DUMNG ME CONSTRUCTION NQUESOF THIS PROJECT, ME CONTRACTOR WILL M HELD sGLELY MANDRAKE FR MY DAMAGES M THE AWPCEM PROMPTED OCCURMNG DURING TWOONSTRURp.A.L. 50i TN6PPdER FEIY MCTRS: NACWRDANCEWITHGMEMLLYACCEPTEOWNSTRU UQN RCp THE COMPACTOR WILL BE SOLELY AND COMP LET ELY RESPONS R LE TOP CCNOTORM ON THEME SITE INCLUDING SAFETY OF PLLPEMOXS AND PADRE UY OR NG PER FORMAN CE OF THE WORK SITE. REQUI MIME WIRL APP LY CONTNUWSLY AND AM BE L MEND TO NORMAL WORKING iME DUTY OF ME ENGINEER R THE GRAMCFER TO CONDUCT COMA UCTION A MEW OF THE CDMMRWS PERFORMANCE SNDi I NTENDEDM INCLUDE PEN M OF THE ADEQUACY OF THE COMMRRS SAFETY M WON IS IN. U OP NEAR ME CONSTRUCT ONSITE, G, ALLAY MOUTSDUHE PPOPERBWNDA MTMAMEMSNXBOV MONPUCTICN O NND SODDED AREAS SHALL BE RESTORED WITH INCHES Of TOPSLRL PLACED BENGTXTMACRES X CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND Mq NTPINIxG TRPFFCCOMPOL DPACESSURN AS MAR CPOES WARNINGS SIGNS, DIRECTIONAL S ENS RAGMEN AND L GMSTO DO= MOVEMENT OFTMFi C WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFMM TOAPPPOPH ARM NNESOTADEPAHOMENT OFTPANSPORW U S MOMOS. I aLSRSTUTNGSHALLBECOMPLETEDBYPNXOEPENDEMSOIU ENGINEER, EXGVATONFOPME PURPOSE OF REMOVING UNSTNLE R UNSUITABLE SKIS SHALL BE COMPLETED AS REWIRED BY THE 50 T MIXFLLCONSTPUCTON SHALL COMPLY WITH THE REQUIREMENTS OF THMISEXGNEEfl THE COMPPRR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SO TESTS AND SOIL INSPECTIONS WITH THE SOIM ENGINEER. ADEN DRIED: THE COMMRR SHALL RTAM 1 CCM OF THIS SOILS REPORT, I. PMONTO PLACEMENT OF AGGREGATE BASE ATEM POLL WILL BE REWIRED ON THE STREET AND PARR NG MM SYBGMOE, THE CONTRACTOR SHALL PRUDE A LOREM TANDEM ABLE TRUCK WITH A GROSS WRIGHT OF25TONS, THE TEST HOLDING SHALL BE AT ME DMECTON R THE SOLE ENGINEER AND SMU BE COMPLETED I H AREAS AS V MUDD BY THE WINS ENO NEER THE SOK LS IN 01 NEED SHALL DISTREEM IKE WHICH SECTORS OF THE STREET OR PARKING AREA ME UNSTABLE CORRECTION OF THE SUMAPOE SO IS SHALLBE COMPLETED IN ACCORDANCE WITH THE PEMBLEM EMS OF THE ACRES .1.111. E. iH E TREES AND OCHER NPTVML VEGETATION MMII N ME PROJECT AND/OR ADJACENT TO THE PPdERPMOi PRIME COMER 0iM COMP4ROPY OPERATIONS. HE WILL BE REWIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIP MEW 15 NOT NEE MERELY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE ERIPEME GWON IN WORD NG ADUCENT TO MEN SHOULD MY MWON M THE TREE BRANCHES REWIRE PEMOVUL TO PERMIT OPERATION OF iNECOMRARM'S EWIPMEM, HE SHALL OBTAIN THE SERVICES OF A PPOPEESIRALTRIE TRIMMING SERVICE MTRIM THE TREEK PMOR TO THE BEGINNING R THE GRENADIER SXOUNTHE CONTRACTORS OPERATIONS RESULT INTHE BREAKING OF AM LIMBS THE BROKEN LIMBS SHOULD BE PEMOVEOIMMEDSATELY AND CUTS SHALL BE PROPERA PRMEMD70 MINIMISE ANY DAMAGE, COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRACING CONSTRUCTION AND NOSPECIALPAYMENTWILI BE MADE. I ME CONTRACTOR SHALL SUBMIT 2 WHILA OF SHOP DRAWINGS FOR MANHOLE ANDGid BAXH YRUPESiO . COXTPPROPSWLLILLOW S WORRIXG GAYS FOR SHOP DRAWING REVIEW M. THE FACTOR AND M UR SUPPLIER SHALL DETERMINE THE MINIMUM CHARACTER REWIRED FOR EACH STORM SEWED STRUCTURE. (T NORTH D m aD RULE IN FEET ksambatek www.sambatek.com 1200D 011geNUMT DTNB, SPIN 300 MIENTEME, MN 55343 763.476.6010 telephone 70.476 0532 fWGII FNMIFEELFIlp I BarWpre I FIBER, IFmlmrvmn� Client VENTURE PASS PARTNERS LLC 19620 WATERFORD COURT SHOREWOOD MN 55331 (�/DTURE PASS PARTNERS Project CENTRAL GATEWAY PLAZA Location COLUMBIA HEIGHTS, MINNESOTA Certification Summary DRAH,W MU DT.WQ MGB BREMNER: uN WAR /Page: PM56'. PRSUMPIARY WIW WRRK.a..' 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MN 55313 153AMN10 Beut"Ee 7KMn.3533 hMbib EnAinaning l SBnWAb l PEA" I EbJNAGAM1 Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, AN 55331 (� 9ggEtPASS~PARTNERS Project CENTRAL GATEWAY PLAZA Location COLUMBIA HEIGHTS, MINNESOTA Certification D r,G ARE Dawn: WAS APgwrcd Ma Anne /Page: PF.R:Pn'L4MIW Y Initial Issued: L A,111a Revision History No. Date By Submittal/ Revision Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C9.01 Project No. VEN20115 .-LEADS DESIRED MINIMUM ..I DIAMETER 1 r CURB BARTS Oi 'Al i LIX,A. WAU a E SWE DOME SECTION \ I. s/6 e We- l �1 .w-2-Na. 1 �O�JQJ CVPB AND CURB TRANSTERN ON W E RAMP WILL BE PLAN FDA AS OPERA HE IT OF CONCRETE CUR B OR CONCRETE WAS AND GYRE R. TX E MM P ARM WILL BE AND AS WWRE F ER OF CONCRETE WALK UNLESS LTl ryMMIN Jgg ISO� O /I6'ITYPI J ^'j 9'._ G, DOME SPACING grvq Its 6 PEDESTRIAN CURB RAMP M SECTION A NTS. OS G VS wambatek 12800 NRR rDAB. sub 300 Mhna M. MN 55313 153AMN10 Beut"Ee 7KMn.3533 hMbib EnAinaning l SBnWAb l PEA" I EbJNAGAM1 Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, AN 55331 (� 9ggEtPASS~PARTNERS Project CENTRAL GATEWAY PLAZA Location COLUMBIA HEIGHTS, MINNESOTA Certification D r,G ARE Dawn: WAS APgwrcd Ma Anne /Page: PF.R:Pn'L4MIW Y Initial Issued: L A,111a Revision History No. Date By Submittal/ Revision Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C9.01 Project No. VEN20115 i NOTE: a E SWE CVPB AND CURB TRANSTERN ON W E RAMP WILL BE PLAN FDA AS OPERA HE IT OF CONCRETE CUR B OR CONCRETE WAS AND GYRE R. TX E MM P ARM WILL BE AND AS WWRE F ER OF CONCRETE WALK UNLESS _ G, SPECIFIED OMEAMEM. THE TRUNCATED COMEAREA WILL BE CONSIDERED INCIDENTAL 6'.3.2 lO 1/3 INCH MEFORMEDI4M FILMS MARRIIL, AREENOM 213. 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OS G VS wambatek 12800 NRR rDAB. sub 300 Mhna M. MN 55313 153AMN10 Beut"Ee 7KMn.3533 hMbib EnAinaning l SBnWAb l PEA" I EbJNAGAM1 Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, AN 55331 (� 9ggEtPASS~PARTNERS Project CENTRAL GATEWAY PLAZA Location COLUMBIA HEIGHTS, MINNESOTA Certification D r,G ARE Dawn: WAS APgwrcd Ma Anne /Page: PF.R:Pn'L4MIW Y Initial Issued: L A,111a Revision History No. Date By Submittal/ Revision Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C9.01 Project No. VEN20115 °PGCONCRE}E' p A'o IN Sam. CAN d s SECTION A -A GENERAL NOTES FOR CONCRETE CONSTRUCTION: SHPLLBECONSTRVC EOINACCORDNCE WRX THE REOUPEMEHO OF MN/Dm'5TNDARD SPECIFICATIONS FDA CONSTRUCTION'. 2 zCITSM CONTROLSOIMS SHALL CENTER. BE LOCATED AT S NOT ON CENT S OEWPI% EKPANSON JOINTS SHALL BE LOCATED AT A MLLMUM OF LED FEET ON OWED . AND WHERE DONAU AD UTS MRS. STRUCTURES AND OTHER DOES OBHCTS. SEAL ALL EXPANSION JOI NTS, BROOM FI MSX SHALL LED PEAPENDICU aA TO TH E ME OF TRAFFIC. 'THE THICKNESS DOLE BM NCAEASE D TO MINI MUM DEPTH OF_HOMES ATDRIMLWY OIOSSINGS. CONCRETE SIDEWALK NTS. Iztto3 Fx y_EnILyy1y NDZCAU bn �1_ y. 'X'Bm_Satgk NOTER wE lxl IF FM, PIK MAST BE SCHEDULE aO PVC. FOR DEPTHS OF COVED GREATER THAN TWO U) III FEASIBLE I AE 3 WATER TIGHT CONNECTION SHALL BE SCXEDULEW PVCPPETO NY OTHER PIPE TOPE. 3. TXEDBWNSPOUTLOL CFBRDMINSHALLBE IµSTALL:,8EFMETXEDOWNSPOCTSARE INSTALLED M THE OJIUM G IOE W ORR RESPONSIBLE CONTRACTOR S ALL BE W ORX TO, AND INCLUDING, THE RODENT SCREEN, SOWING CONTRACTOR SHALL BE RESPONSIBLE FOR M ION AT THE POINT OF TH E RODENT SCRFEN DOWNSPOUT COLLECTOR N.T.S. SSLS 05/DB NOSGLE 3. D_PEC C' HIT APNOEA REOYIPEMENTRAi XEERRETORV. 3. TOP ATpN ALLBE VAR 3255 ABOrt NRBXEDBDULOWN( ND� zX LINE NATIONAL ETNOARD OPERAT SNOT CTh' PUMPERCONNECTM (NATIONAL STNDNO TX RGD) O CAPS TO BE CHAINED PENTAGON uvs) 2 v3'xW CONNECTION FINWItlat STANDARDiXREap) BRED BOULEVanO GRADE . MUFFLER CENNRION A433 POTH AMIE55 .It. SIEELBOtT$ L CON YARD s M E DYERS US 0. PATH MR F SATE VALVE POLVEiXYLEXE pR APPROVED EQUAL E MEGALUG MEGALVG IF BLOCK MOBTDRBED CONCRETE BLOCK WIL TYPICAL FIRE HYDRANT AND Nu. GATE VALVE INSTALLATION, o=,osSambatek MAI O/5 U 6- CONCRETE, BOND PSI 25 DAY STRENGTH PRELIMINARY) T "—A AGGREGATE BASE, IONN CRUSHED (PRELIMINARY) APPALFROSUBGMDE CONCRETEPAYEMFM MATCH MISTING PAVEMENT SECTION APPROYEDSUBGNADE S1NOM0 DmV PAVEMENT mE5' 1 ,HE PAVEMENT SFCaM SHAD BE CONSTRUCTED IN AC[ORDMKE WITH MNDOT'S}pNDMOSPELIFKAPDX FMCONSTRUCFIOM,NDAL THEREOUIRWEMSOF TXEOWNEOSSMILNGINEER 2. LTX CKXESSES. M SIM IFD ARE TO PF CONCERNED MISIMON DEPTHS, AFTER COMPACTION. 3. MN /DOT SPEC. 3357 BINMINOUS TACK CAT SHALL BE PLACED BETWEEN QWLI INE BRUMI NOES LIFTS AND AGAINST ABUTING CONCR ERE CURB EDGE. 4. 111 SITU M INDIA WEAR COURSE MIX WILL NOT BE Almi 6'zCN. W STEEL PIPE FILLED W /EDNC WrtX MOTE: ANY SIGN ERE E STANDNG IX 3-0 ASPHAL"MIUNG Lm IHALL BE MOUMEOAS srowx. 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STANDARD GUARDRAIL "�SWambatek 12SOG WhIWMtP DMB, Sutte 300 MIRKIET L, MN 55303 T63 A]6.6010 PNDhore ]63.416.653210¢imil¢ EnpineBMp BVrMl l Clmxnp l MOMDRE MBI Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 L /ERREp PASS PARTNERS Project CENTRAL GATEWAY PLAZA Location COLUMBIA HEIGHTS, MINNESOTA Certification DMILDR mm Draw ¢w6 Appoved M® Book /Page: PXase'. Nuov IINIP, alul FSUeD. 11)D113D11 Revision History No Date By Submittal /RevisOn Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C9.02 'roject No. VEN20115 M1 .. -M. :� 1 �f l SO AD w UP DO PS _wW TO ED 6 Ln Z In O O m EEC 6 b LOT S m-- _7........ BOTANICAL NAME SCRATCH RARE FORT ST. d SPECIFICAT! U Z 4 MAKE, .S�o�SeT000eoe¢e►eo � II� IMP px 'A NE UT, TRUNK FDIC 11 IMUCIESS A C _Atli � 9E B &B a � iii C TD _wW TO ED 6 Ln Z In O O m EEC 6 b LOT S m-- _7........ NORTH 0 10 40 ''... .. 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SiiBBIIIIIBBBI SGIE IN FEET LANDSCAPE LEGEND CRY LANDSCAPE CODE • STREETFRONfAGE: fvE0.GREEx5xRU05 ONE TREE FOR EVERY WOOF STREET FRONTAGE )1631£/50) =6 TREES • NPOEi0.EE OEOOUOIIS ENPYBE IMPERVIOUS ABU fO11R TREES FOR EVERY I ACRE OF IMPERVIOUS LOT AREA PERENNIALS (0,922SF /F-IACRES) - STRfES • PARKING AREAS: ONE TREE MR EVERY 20 PARKING SPACES MUICNI3 "WM4II0.1IA (535PACE5 /M) =3SHADETREES + EvERGREExrnEE O $-E BOCK VIEWERS BUFFER) IT DEPTH 1N SF OF LANDSCAPE AREA PER 30 PARKING SPACES SHREDDED HARDWOOD WOMEN (57 SPACES 120) A USE -195 SF BNDSCAPE AREA O 4X1.Y CN (NANRBLCOLOR) TUBE IHGNInxOSON PGMTYPE PRO EDGED SM4DETRCfS Oi 6rERLRDGB EVERGREEN TREES 3 QD ORBMFMALiPEE ORXAMEMALTREES 4 O5 ® PPLAEIBG'FROSTOxE) SHRUBS 365 © Bfluw NGWALBSEmNL O MONUMEMSIGN, SEE AROINECTYRN Sambatek 12600 NTM1e.21610Me, SURD 300 MINKSWEGE, MN 55343 763.476 6010 NlaphmB 753.476, 8532 fa.IftlH En'BLEY, I SJrAF q I%BRNLN I EmIFCmmm.l Client VENTUREPASS PARTNERS, LLC 19630 WATERFORD C00 RT SHOREWOOD, MN 55331 VENTURE PASS PARTNERS Project CENTRAL GATEWAY PLAZA Location COLUMBIA HEIGHTS, MINNESOTA Certification InNeI jBmw BI . . `.1 pa:IBENNEI MCA DUALL MG6 APPHAAHJ:MCB BROB /PBge: 1Na66: MEUMIxpry Initial LOW. -1V K-I Revision History A. EI IN SHUNSTUBI /FICINPOn Sheet Title LANDSCAPE PLAN Sheet No. Revision L1.01 lroject No. VEN20115 BOTANICAL NAME SCRATCH RARE FORT ST. BOB SPECIFICAT! U - UEfJDtlOUasMADETRFEs RRaDUrv(F' MAKE, IMP px 'A NE UT, TRUNK FDIC 11 IMUCIESS A C rC A[FR BVBRUA NO xwOOD' PLE, xORmw000 B &B 13' -1< BRANCHES 6-T' TD I B.. NIGER BIACN RWFR BUFF UP, EM(M Htl. 3RLE40ER5)AN lE B80 SS Gl FREE OF EARACHES 6'J' if ] IC OOS'ESPRESSOMIS BNB III HT,TRUNRFREEOFBRANCXES6'-l' iG OVERNS RAMADA BB 35' GL 134 M. TRUNK FREE OF BRANCHES II PC UA ERGW BOULEVARD' E B9B 2 BILL IE la 79 1 RK FREE OF BRANCHES VLSI TI THRANARTURTANA IXSEMRY' B6B EO'CAL BUNCHES 6'r' T, .MERCANAPRNEErON EIMPRNLETEN 8&8 3O 'UL YB T. GRPINFEIA iELMMAHEFF3DN EPA - 5 -iA4 ` TRUNK FREE OF BRANCHE56 -i' Ja mgp .WE LAf4S1iAl TREES :: i. •••:. - GJA <HI ER x CAax01F LORI AUTUMN BRILVPNCF B6B L3 SEVEN (BL<EGVS [R US -GAIN VnR IN 30 "U MAKER SUGAR TYME' CMBPELE SU PR TYRE' BBB 3D"GL NGU STEM CO MALUSYNOW DRIFT' CMBAPK. 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PLANT S O' 0 C(GROWS S6 "XK30 "W( PE X EMEROGLIIS YARBAM COREAM' BnELS.. BARESS. COR54R' CONE. PWrt L1 0 GAOw53a'H x 3n "WI Pf ST USAFROCALLIN 'CxIGGOAPACHE' IN CRCAAAE D COM. Al P4M 3' EDD ROW536'xF 3<'W( PG NEVCNERAA BFARYSMOOrXIE' FMALLSELESS .&RAYSMOOTIR BEENE 1. PUNT ED 0 C. (GROWS IS H A M`W) LATRISSPICATAL AT l PMJN O.C(GROWS 3s "H%SAW) MONAROADIDYMA' FIREBALL COHNI I PWHn.BE OLD PE0WS 3E"X I SA "W( NEIEU R' FAASENH' WALARE SLOW' CATMINT, WALKER'S LOW' CORE 11 PUNT S B OC IGROWS SA- .E16 "W) OBECMA' GOLDSTURM' GLUMMER. ROGETURM CEPEREFFE, P1 OC.(DROW53.IN X IRA) OC(GROwSIA "Hx 1B "wl o1 JEFF I3'x xle "WI Px P¢ EMI¢BOB' C LIONS i6'I, x 36 "W I R': .v T4 . PDIMMLAI. ORHPF.FSvR40BSSE9 SEA FOUTELOCAGRACHE FLENCEAMESTION CUSS, BIONDI AM61TICN BLUE GRAVA FELT IT PLANT 1 0 1 11 'SAINT I 1 11 GC NWROMICHHONSEMPERVIREN SAPPHIRE AU' CENT. GD it NMAMPAUM'OEWEYBLUF' COM, GF 5[XISA[NYRIUMSCERANNUM unn P4M BIV A GF IT SPOROBOLUS HErEBOIFPIS COM Sambatek 12600 NTM1e.21610Me, SURD 300 MINKSWEGE, MN 55343 763.476 6010 NlaphmB 753.476, 8532 fa.IftlH En'BLEY, I SJrAF q I%BRNLN I EmIFCmmm.l Client VENTUREPASS PARTNERS, LLC 19630 WATERFORD C00 RT SHOREWOOD, MN 55331 VENTURE PASS PARTNERS Project CENTRAL GATEWAY PLAZA Location COLUMBIA HEIGHTS, MINNESOTA Certification InNeI jBmw BI . . `.1 pa:IBENNEI MCA DUALL MG6 APPHAAHJ:MCB BROB /PBge: 1Na66: MEUMIxpry Initial LOW. -1V K-I Revision History A. EI IN SHUNSTUBI /FICINPOn Sheet Title LANDSCAPE PLAN Sheet No. Revision L1.01 lroject No. VEN20115 NOTE: CONTRACTOR SHALL MAINTAIN TREES IN A PLUMB POSITION TERMS HOW THE WARPPMY PE RICO. WRAP TREE TPUN IS ONLY UPON All SW AL BY NNOSGPE ARCNINCT, PROVIDE R I RETAIL RODENT PROTECTION Y HARDWIRE CLOTH MESH CUHDE0.e'DI40PGRURP %36'XGi.. STALKILIVCE. INSTNLTREE WNX BOOTFUBE VISIBLEATMPOFTHE RMTBPLL. REMOVE SOIL IN LEVEL MAN NEP FROM TOP OF ROpi BALL NI POWER 35T} "OP LARGER MAIN ORDER ROT IFNEEDEO SET ROOT BALL WIN MAIN ORDER POT I' ABOVE ADJACENT GRADE. DO NOT COVETS TOP OF ROOT BALL WITH SOIL, NOTES GENERAL NOTES: LIBERAL AMDURS OF HUMUS AND CAPABLE OF SUSTW MING VIGOROUS PLANT GROWN. 7 TNECONTPMTMSXNLIXEPERLXESrtEPNO BECOME WIN FIRE E %5!1X4 COMPLYW33NMNDOTSPECIFIG31OMM77WPEB5ELERTMOIL MIMUPESXPLLBE CONOOICNS AMMINGTOTXEWNRE AND SCOPE OF THE WOPR, FRM FOR NMDFPIX SUILEM, STORIES, CHEMICALS. NOMMUS WEER, ETC, SOIL MM7URE 2. TXECONTRAROPSMWROUFYPUN.TAN. BRING I TX E ATTENTION OF THE UNOSCAPE SNALL HAVE A PH B ETNE M 6.1 AN 7.5 AND 10610 PERTUDE0. AT THE GATE OF 3 POUR DES PER ARTUMBa DISCREPANCIES WHICH MAY CONS PROMISE THE DES I GN OR INTEND OF IN F LAYOUT. NPUNN MG B EOE INCWPdLLTE THIS MIUME TXPOUGHOU3 THE EMI GE BED BY 3, THE CONTRACTOR SHALL BE BEPONSMIE FOR COMPLYING WITH ALL PFPUUNE COOK POT0.TIWNG O IWO THE TOP 12- R SOU GOVERNING REGULATIONS, AND PERMITS GOVERNING THE WORK. 15 .1 PUW IT. NOT PLAGUED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL THE COMFgROR SHALL PROTECT EXISTING ROADS ,CURBS /GYBE M. TUTU. TREE, LAWNS AXD NSLALUT ION, PLANTS NOT MAINTAINED IN THIS MANNER WILL BE RMERED. WEELEMENTSDURFNG CONFULLE NON. WMAGE TO SAME SNAIL BE REPAIRED AND /OP 16, ALL NAME SXPLL BE GUARANTEED FOR TWO COMPLETE GROWING SEASON IAPRRI- REPLARDAMWADDITIONAL MST TO THE OWNER. HOVER SIR UNLESS OGHGN SESPECRR TXEGUMAMEE SHALL COVER THE FULL COST OF S LOGE AND VERIFY ALL CRUME, INCLUDING I PMGATION LANES, WIN THE OWNED FM RE PLACERS END I M1Uq HIS ARM AN D PUNTS. PRWR'ET Y TILIIUANDGWNEGSTp EONEC ONWAP lBFMEOIGGIXG CONTRACTOR V' COMPACTOR MALL BONN THE LANDSCAPE ARCHITECT AT LEAST 3 Dpry PRIOR TO FLAWED ALL BE RESPoMINE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAN E .RUN DELIVERY TX[grtPARM SHALL NmRY THIS LANDSCAPE ARCXNER AT LUST ER HOVM IN TX E LANDSCAPE MCHnCT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION, AWAWFOFBGGI NNIWPNWIWTALUTION, 6. THE COMMCTSMUL COORDINATE THE PNAGMOF CONSTRUCTION AND PUTTING ASOHEALIKE Of PLANTING AND SEEDING: NOTE: THECOMMRO0.MAYEIERTOPGMIH INSTALLATION WIN MITER CONTRACTORS WORKING ON SITE. CAM WORK ENTIRELY M RULES RISK. DEO HAWS THE OMMROP SHALL REVIEW THE SITE FOR DEPOSAW M IN SITE CMdNONS WHICH MIGHT KI. POTTEDMMS: V16 /1:Wll W, HEGPTIYELVpiFERPIPM ESTABUSXMEM .SVRWVPLOP WPRMMY. VNOESIMBLE SITE .,i_ DECITUOUS/BSB: AR' - 6 /1B /ll�]UL CONDITIONS HIµL BE BROGM TO THE AnEMION OF THE LANDSCAPE ARCHITECT PRIM TO 18A EVERGGEENPOTIEDPUMS: NS -VC 121111 BERNNING OFWMR. EVEGGREEKING 4l -S /1: EM -. /I B. THE PLAN TAKES PRECEDENCE ME P T HE UNOXAPE LEG EN D IF DISCREPANCIES MET. 18.5. TURF/IAWN SEEDING: a/3 -6/t: I. -SOFT USIM / PLACE NO MULCH IM OMRCF WIN TREETRUXK B, THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANNING NOTES AND C {XEML NOTES, PUMMgiEGMLSMMYIROFE (RDPNDMNHTPINO UMRME ZTPWTIONOFTXE REMOVE WPUP, (WINE. ROTE AND LAME FROM TOP HALF OF SD.EXISTING FROM AND SHRUBS TO REMAIN NALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTURCAMON MASK, SLOUGE OF MPTERFLUE ETC. PLANTS IS C4MIIETE, BOROUGH HAD YEN MADE, AND PLANTINGS MF ACCEPIET GFULGIVE EDGE GORSUCH MILES POOi BALL WIN A' M. ORANGE PIASTC SAFET' FORCING IMMEDIATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING, OF THE GUARANTEE. MAINTENANCE SXPLL I NLWOE WATERING, M LTIVATING, M ULCXI NG, REMOVAL OF DEAD Mp1EgMLE. U- SET31NG PLANTS TO PROPER GRADE AND KEYING PUNTS IN 11 UNLIMBER STORAGE OF MATERMM ON OVPPU60N41TE WILL NOT BE ALLOWED. PLUMS POSITION, AFTERAMEMWCE, THE IF sXALL.1.1 GFULTINANCE A' HIGH EARTH SAUCER BEYOND EWE OF ROOT BALL 22.OMMCIM SHALL REQUEST IN WRING, AFNAL ACCEPTANCE I HIS FICTION RESFMUNUUK HOWEVER, THE CONTRACTOR SHALL COMNG E TO BE RWONSBLE FOR ND' NAD Us Bmlo. P IC �BURD EDGE COMMON VARIES PLANTING NOTES: K EEPXG TX E TREES PLUMB MMWXOUT THE MARPMEE PGH OD, PLANT MMEML WHICH DIES TURKS BROWN, M DYDUATY (MIDe TO TOTAL mMTAML HPLGMDIWPXDCONSigURIOHX0.E BEEN 1 XOIUNDEDSIN ACCEPTANCE OF T HE WORD SHALL BE?RON MY READMIT FROM TX F SITE AND REPLACED WIN - TN IMMEDIATE AND, OMLN EIMMEDCONFORP. OF TXE SAME SKIT., OJRIMPf, µD TIES AND M E ETHW ALL LANDSCAPE OEM A 3. ALLIUMINGSTIXKSMPLL[ OXFOgM lO THE 'PMEPIGXSTANDARD FOR NURSERY 5TD[K' SIFOFIGTIOX6. -N ANSI LATEST DIDION. OF THE AMERICAN ASSOCIATION OF NURSERYMEN, )NO, AND SHALL ll. WATERING'. MNMPIX A WAFERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANE 15 iA PSOUWEROCMSMONUNOISMWMDOROMPAREO CONSOMME MINIMUM OUPLXY REWMEMENTS FOR PLANT MATED TAM. MCAR WEFMARIAAEMELYMOi, DPYWGNIEP. WATEfl MOpf ORENAEROUMEOBY REQUIRED OVERETORMUNTS SHALL BEGIN BMNCMNG NO LOWER THAN BY AGING PAYED SURFACES OF HEAETRESS NMG310XSYMTEMESENE, ASLNLNNGLUVESCNEGMMTME M MISS. MOISTURE UNDER MULCH PRIOR �� . ST BE XGLTMY, NGWOUS MATERIAL. FREE M PEAR µO CRUISE AND BE 10 WPTONS TODD NEEDS"FIL MAKE UNDUBLESAO OMp INEpG ROWNO PMVEDµ08URWPEDMINOIGTEDINNIEWMD PELFGENO. pVKUWU RE WATER. fUWMO[ SGRINSIOE30FiPFE p1i WINS fpPOF BY NAXDiO R'NDWIX s. ISLAM MATERIALS TO BE INSTALLED PER PLANTING DETAIE, PREPAREOSOIL 6. ALTREES MUST SESTMIGNTTRUMED AWFULS HEADEDµOMERTALLRROIREMEXTS TURF NOTES: SIEOIS TURF ESTABLISHMENT SXALLBE ACOMPLIGNEO INACGORDANCE PATH ME PROVISIONS PLUMING SON, REFER TO SPECIFICATIONS, COMPACT TO BS% OF MAX . DRY - THE LANDSCAPE ARpIECT RESERVES TH E FIGM TO RAECT PM' PLUMS WHICH APE DEEMED OF TX E KINGDOM 2100 AND P515 EXCEPT PS MODIFIED SELON! DIG PUNTING M L' TO 6 "� HOT WEIGH ACOERHIM TO AST. O EYES UNAM1MACTWY BEFORE FARIW, OR AREA BROALUMFON. T. ALL AREAS TO RECEIVE GOO SXPLL ALSO RECENE a' OF TOPSOIL PRIOR TO DEEPER THAN ROOT BALL e. NO AUBAIM1OWFR PUNT MATERIAL SHALL BE ACCEPTED UNLESS PPPROMI IN WRNMG BY WBTALLING OD. TOPSOIL SMALL BE FREE M TREE ROOTS, BNAEPS, BUILDING MATERIAL, 1HEE...PE MCNNER. MDTMBH,MD61NLLMFPEEOFST ESWCGERTMNt r RUGHESMANYMMENMON igMP501LMWXO WOTBg11 BASE FIRMLY WINS FOTPPE55VRE50iNPi PLANAR MATERIAL OUMNNES, SHAPES OF BEDS AND SOGHOW SHOWN ME APPRMIMA11 2, WHERE WO RAMS PAVED SURFACES, THIRD GMOE OF SW/SEEO SHALL BE HELD I- BELOW ROT PALL GOES NOT THIN CONTRACTOR SHALL BE PES FORMULA FOR COMPLETE COVERAGE OF ALL PLAINTIFFS BEM AT SURFACE ELEVATION Ci TRAIL AGp ORB , ETC. 1 SPACING MARK AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE AN E.THF GNDSwE ARCHITECT SXgLL APPROVETH E STAKING OGnoN OF ALL PWrt MATERIALS P RIM 3, SOD SXPLL BE LAID PARALLEL TO THE WO URS MO SHALL NAIVE STAGGERED 101MS ON TREE PLANTING DETAIL TOINSTALUTIOX, SLOP ES STEEPER THAN 1: ON IN DRAINAGE SWLLES, SOD SHALL BE STAKED SEOUL MY, , NPF ON ALL DIFFER AT EAS DI STUBS ED BY CONSTRUCTION SHAUL BE RESTORED BY SEE D NO, 'f 1 L C,Dl SUIE U2 " =]' -0' 1O, M iw MMEAkiFIR iBE COMIYYLY MULCHO AS YEOFND MVLMINGANDFESTNZING. SEED MIXIURE X03S131 IFORMERLYMnDOT2W )WILL BE MO PARDWOOMULCX ,OEMpNDFREEOFHOXIOUSWEEDS OP DMEP PLACED AT ME PA1F OF ]OPoUNDSPE0.PCRE. POUNDS ORACR DELAEROUS MPTENAL, IN ALL MPAS PUNTING BEDS AND FOR SEES UPS INM:GAS POCKMULCX OX OMWINGS. SVBMIfMINEMUXDSGFEMCNIEGI PRIMiOOELIVERY s. PLACEDATBOMMS TO BE TORE[EIM P' TOP SOIL SEED, MU FOR. MD ONSIEFMARPPROVPL COVER MULCH ON WYOFIMTPLLPTIIXY MICIMSFURRIMD; p WAVILY STAN D OF GRAY H OBTAINED. FOR SLOPES STEEPS R TNAN3: l OR IN WAMSESWPLES µD3' POP 'OWN XIPL /GROUND COVER BEGS, UNLESS OTHERWISE CRECT0. INSTALL EROSIM CONTROL MARKET. 11. TXE COMMRM SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTINGS." QUgMmEA TD 6. ALL DISTU"MAREK TO RECEIVE NATIVE WETLAND SEEDED, ARE TO P GOING ENGINEERED SOIL. COMPLETE TXE WMRSXOWNOXTNEPROV MEO, M IRCN,gHD WP1FP UNNLAXE4TM5TPNDOf GPAYIA PoTPINEO. FOR SLOPES AIPROKDEWPV ONNUFACTURERUMSMCTIOM LEAF DESCUM WNTVED STEEFES MAN 3:1 OR IN DRAINAGE SSAMB INSTALL EGGS ON CONTROL BGNXET. AND FOR MOVED IM FNKPERMPNMgO MANUFACTURERS ALL NSNFULM WHIM L TE DURLGFOH, 0.4PEEN63WLLBEAPMYOMTIXE LATE FALL FOR WHITES PROTECTION DURING WPPPPMY PERIOD. lE. BUNTING SWS FOR TIMES, 6XRV034NO BEGUN O COPPER: FERTILE FPIPBSFLOPM CONTAIN N4P ' PRLPARE SOILwe INSTALL UPS B M MULON W Hm PUCE 1N CONTACT W/ ME'NMEBED SHRUB STEM APPLY PRE {MERGERS PENSION 11" SELPFLGR_,,. EWE CONDITION VARIES EWEry REFER TO PUSH AND YEOFIGTION LOOSEN 0.013 OF OMPINLR Gpp KN PANTS IMGVAT[ PLANT BE O MI N, A- DEEPER THAN GOT BALL NE KARIN SIM AND BOTTOM OF PUNTING BED WITH "'--`--:7E UHDISTURBOEUBGAOF �� 2 1 SHRUB PLANTING DETAIL .L Lp.o SCALE ITS " =Vb USIM SCALE 3 /4' -S -0' LOOSEN .OF ..,.ED MOWN PUNK PUMINGSOIL KARIN SIDES AND BOTTOM OF PLANING BED WOH SPADE UNDISTUPGEDSUBGRADE ksambatek www.sam6etek. cam ION Whlleveter NINE, SBRe 300 Mien&urYa, MN 55343 763.476.6010 Mlepllme 763.48.85321scMMik EnAlneeey l SIUMllq l N3ertq IFEWwmMW Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT $NOREWOOD, MN 55331 DENTURE PASS PARTNERS • eEri �„rservr Ruurarvr Project CENTRAL GATEWAY PLAZA Location COLUMBIA HEIGHTS, MINNESOTA Certification DMmMMe:mm DYING, URGE App —d:MCe BOOM /PASS: PM1EUC PRFVwNAM FLOW RULING µb3/l0N Revision History Vo.Date BV Submittal /Revision iheet Title SLANTING DETAILS & VOTES sheet No. Revision L2.01 'roject No. VEN20115 REFER flEFE0.10 EXTERIOR PWLTXG SPECIFICATION PREPARE SOILfOft ~ %R1'.E IPEBED INSTALL I- LAYER OF SHREDDED HARMOO MULCH OR 2 -LAYER OF FINELY SHREDDED HARGWWD MULCH. ONOTPUCEINONTMTWDX P. � / EDGE GORSUCH MILES E: EFFP �F _ EWER, REFER TO PLAIN AND SPKIFICAIO SCALE 3 /4' -S -0' LOOSEN .OF ..,.ED MOWN PUNK PUMINGSOIL KARIN SIDES AND BOTTOM OF PLANING BED WOH SPADE UNDISTUPGEDSUBGRADE ksambatek www.sam6etek. cam ION Whlleveter NINE, SBRe 300 Mien&urYa, MN 55343 763.476.6010 Mlepllme 763.48.85321scMMik EnAlneeey l SIUMllq l N3ertq IFEWwmMW Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT $NOREWOOD, MN 55331 DENTURE PASS PARTNERS • eEri �„rservr Ruurarvr Project CENTRAL GATEWAY PLAZA Location COLUMBIA HEIGHTS, MINNESOTA Certification DMmMMe:mm DYING, URGE App —d:MCe BOOM /PASS: PM1EUC PRFVwNAM FLOW RULING µb3/l0N Revision History Vo.Date BV Submittal /Revision iheet Title SLANTING DETAILS & VOTES sheet No. Revision L2.01 'roject No. VEN20115 CITY OF COLUMBIA HEIGHTS PLANNING REPORT (2) CASE NUMBER: 2014 -1201 DATE: November 25, 2014 TO: Columbia Heights Planning and Zoning Commission APPLICANT: Randy Rauwerdink, Venture Pass 19620 Waterford Court Shorewood, MN 55331 LOCATION: 5220 Central Avenue NE. REQUEST: Preliminary/Final Subdivision Plat PREPARED BY: Elizabeth Holmbeck, Associate City Planner INTRODUCTION At this time, the applicant has requested a Preliminary & Final Subdivision Plat per Code Section 9.104 (L) & (M), for the property located at 5220 Central Avenue NE. The applicant wishes to split the existing lot into two commercial lots. The Preliminary Plat and Final Subdivision Plat would allow the current unused lot to become financially viable and open for the development of a freestanding commercial restaurant on the southern portion of the lot and the renovation of the existing building on the northern portion of the lot. COMPREHENSIVE PLAN The Comprehensive Plan guides this area as Commercial, which is the proposal for this site. ZONING ORDINANCE The property located at 5220 Central Avenue NE is located in the General Business (GB) Zoning District. The properties to the north, south and west are located in the General Business (GB) Zoning District and the properties to the east are located in the City of Fridley and consist of commercial uses. DESIGN GUIDELINES The subject property is located within the Design Guidelines Overlay District and is governed by the "Highway District' standards within the Design Guidelines. I have referenced the requirements in Planning Report (1). City of Columbia Heights Planning Commission Central Gateway Plaza- Preliminary/Final Subdi, Plat FINDINGS OF FACT (Minor Subdivision /Lot Split) November 25, 2014 Case # 2014 -1201 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. This is correct (b) The proposed subdivision is consistent with the Comprehensive Plan. This is correct. (c) The proposed subdivision contains parcel and land subdivision layout that is consistent with good planning and site engineering design principles. This is correct. Section 9.104 (M) (6) of the Zoning Ordinance outlines two conditions that must be met in order for the City to grant Final Plat. They are as follows: (a) The Final Plat substantially conforms to the corresponding preliminary Plat. This is correct. (b) The Final Plat conforms to the requirements of City Code Section 9.115. This is correct. RECOMMENDATION Staff recommends the Planning and Zoning Commission approve the proposed Preliminary and Final Subdivision Plat request made by Randy Rauwerdink of Venture Pass Partners for the property located at 5220 Central Avenue NE. Motion: Move to waive the reading of Resolution No. 2014 -90, there being ample copies available to the public. Motion: That the Planning and Zoning Commission recommends that the City Council approve the Preliminary and Final Subdivision Plat for the property located at 5220 Central Avenue 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: Page 2 City of Columbia Heights Planning Commission November 25, 2014 Central Gateway Plaza- Preliminary/Final Subdivision Plat Case # 2014 -1201 1. All required state and local codes, permits, licenses and inspections will be met and in full compliance. 2. The applicant shall provide required utility and drainage easements for all newly created lots and shall be responsible for the cost of filing and recording written easements with the Anoka County Recorder's Office. 3. The applicant shall be responsible for filing the approved subdivision survey with the Anoka County Recorder's Office. The approved Preliminary Plat and Final Subdivision Plat shall become invalid if the subdivision is not filed with the Anoka County Recorder's Office within one (1) year of the date of City Council action. ATTACHMENTS Resolution 2014 -90 Application Preliminary/Final Subdivision Plat Page 3 RESOLUTION NO. 2014-90 RESOLUTION APPROVING A PRELIMINARY PLAT AND FINAL SUBDIVISION PLAT FOR 5220 CENTRAL AVENUE NE. COLUMBIA HEIGHTS WHEREAS, a proposal (Case #2014 -1201) has been submitted by Randy Rauwerdink of Venture Pass Partners to the City Council requesting Preliminary Plat and Final Subdivision Plat approval from the City of Columbia Heights at the following site: ADDRESS: 5220 Central Avenue NE. LEGAL DESCRIPTION: On file at City Hall. THE APPLICANT SEEKS THE FOLLOWING: A Preliminary Plat and Final Subdivision Plat for the property located at 5220 Central Avenue NE. WHEREAS, the Planning Commission has held a public hearing as required by the city Zoning Code on December 2, 2014; WHEREAS, the Planning and Zoning Commission has considered the advice and recommendations of the City staff regarding the effect of the proposed Preliminary Plat and Final Subdivision 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; and NOW, THEREFORE, BE IT RESOLVED by the Planning and Zoning Commission of the City of Columbia Heights after reviewing the proposal, that the City Council accepts and adopts the following findings: (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. (d) The Final Plat substantially conforms to the corresponding preliminary Plat. FURTHER, BE IT RESOLVED that the attached conditions, survey, and other information shall become part of this Preliminary Plat and Final Subdivision Plat and approval; and in granting this Subdivision the city and the applicant agree that this request shall become null and void if the subdivision has not been filed with the Anoka County Recorder's Office within one (1) calendar year after the approval date. CONDITIONS ATTACHED: The Planning Commission approves the Preliminary Plat and Final subdivision Plat for 5220 Central Avenue 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 provide required utility and drainage easements for all newly created lots and shall be responsible for the cost of filing and recording written easements with the Anoka County Recorder's Office. The applicant shall be responsible for filing the approved subdivision survey with the Anoka County Recorder's Office. The approved minor subdivision shall become invalid if the subdivision is not filed with the Anoka County Recorder's Office within one (1) year of the date of City Council action. Passed this 8`s day of December 2014, Offered by: Seconded by: Roll Call: Attest: Katie Bruno City Clerk/Council Secretary Mayor Gary L. Peterson 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: CENTRAL GATEWAY 1sT ADDITION PROJECT ADDRESS /LOCATION: 5220 Central Avenue NE Columbia Heights MN 55421 LEGAL DESCRIPTION OF PROPERTY INVOLVED (attach separate page if necessary): That part of Lot 2, lying Easter k. of the Northerly extension of the West line of Lot 3 and the North 135.0 feet of Lot 3 all in Auditor's Subdivision Number 5t Anoka o�nty MN and in W t rly of the West line of State Tr'nk Highway No 6 PRESENT USE OF PROPERTY: Commercial Retail (vacant) storage in lower level PROPOSED USE OF PROPERTY: Commercial Retail /Restaurant, plus the addition of a freestanding commercial restaurant building with drive thru lane, storage to remain in lower level REASON FOR REQUEST (please attach a written narrative describing yourrequest 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.) Venture Pass Partners, LLC APPLICANT Randy Rauwerdink PHONE 612- 801 -4313 FAX NA E -MAIL rrauwerdink(a)venturreoass.net PAGER NA CELL # 612 - 801 -4313 ADDRESS 19620 Waterford Court CITY Shorewood STATE MN ZIP 55331 FEE OWNER OF PROPERTY Cheery Company, LLP Gerald Herringer ADDRESS 5210 Central Avenue NE, Suite 100 PHONE 763 - 571 -8177 FAX NA CITY Columbia Heights STATE MN ZIP 55421 Page 1 of 2 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. Application Checklist S. 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 $ TOTAL AMOUNT RECEIVED $ C on (`) . o1�5 CITY RECEIPT NUMBER CQ 0-:Vg p DATE RECEIVED — 's- 14 Acknowledgement: The undersigned hereby represents upon all of the penalties of law, for the purpose of inducing the olumbia Heights to take the action herein requested, that all statements herein are true and tha k her in mentioned will be done in accordance with the Ordinances of the City of Columbia g is and t Sit a of i sota: PROPERTY COMMUNITY Applicant) DATE ll131iy Revised: 2005 Approved by the Columbia Heights Planning Commission on Approved by the Columbia Heights City Council on Page 2 of 2 KNOW ALL PERSONS BY THESE PRESENTS: That CH Ventures, LLC,a Minnesota limited liability company, owner of the follosvirlg described pmpami: That part of list 2, lying Easterly of the Northerly extension of the West line of Lot 3, and the North 135.0 feet of Lot 3, all in Auditor's Subdivision Number 51, Anoka County, Minnesota, and lying Westerly of the West line of State Trunk Highway No. 65. Has caused the same to be surveyed and platted as CENTRAL GATEWAY 1ST ADDITION In wkness whereof said CH Ventures, LLC,a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of 20_ CH Ventures, LLC David Carland, President STATE OF MINNESOTA COUNT OF CENTRAL GATEWAY 1ST ADDITION CITY COUNCIL, CITY OF COLUMBIA HEIGHTS, MINNESOTA This plat of CENTRAL GATEWAY 1ST ADDRION was approved and accepted by the City Council of the City of Columbia Heights, Minnesota at a regular meeting thereof held this day of 20. and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd 2. City Council, City of Columbia Heights, Minnesota By: , Mayor BY ,Clerk COUNTYSURNEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505 021, Subd 11, this plat has been reviewed and approved this day of 20_. This instrument was acknowledged before me this day of Larry D. Hoium, Anoka County Surveyor 20 by David Garland, President of ON Ventures, LLC,a Minnesota limited liability company. Notary Public, County, Minnesota My Commission Expbs I Marcus F. Hampton do hereby certify that this plat was prepared by me or under my direct supervision; that l am a duly Urensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this_ day of 20_ Marcus F. Hampton, Licensed Land Surveyor, Minnesota License No. 0401 STATE OF MINNESOTA COUNTYOF This instrument was acknowledged before 20 by Marcus F. Hampton. Notary Public, County, Minnesota My Commission Expires N lK OF LOT 3— MA. 98 Lt? SI • _____— ___AOp_____ 589Y9rDLl'F �gQ„QQ _ '� 8 ' -Ywpec 4n sun_ IF �� I COUNTY AUDITOU'PRIMURER ----- ---------------- ---- - - - - -- --taro- -- -J I II Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20_ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, �8j o OR Section 272.12, there are no delinquent taxes and transfer entered this day of I I 0_ ea r , 3 ice Property Tax Administrator 4 �ad; g BY Deputy Z COUNTY RECORDER/REGISTRAR OF TITLES II �� County of Anoka, State of Minnesota I I I hereby car* that this plat of CENTRAL GATEWAY 1ST ADDITION was filed in the office of ______ the Counts Recorder /Registrar of Titles for public ecord on this _ day of �� 20�at o' clock_. M. and was duly recorded in Book jgy be Page as Document Number V1 County Recorder / Regstrar of Titles w O O I %a ca d By Deputy z } } Y Y W a a a 3 O DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 47401. O DENOTES SET NAG NAIL sI • DENOTES 1/2 INCH IRON MONUMENT FOUND I THE NORTH LINE OF LOT 2, AUDITOR'S SUBDIVISION NUMBER 51, IS ASSUMED TO HAVE A BEARING OF SOUTH 69 DEGREES 49 MINUTES 08 SECONDS FAST. (T NORTH 0 20 40 SCALE IN FEET 1 INCH z: 20 FEET 3 I I I I I I I I � I !Fa LOT 1 IN x` % I I I I a I I 39 I I g I 1 I I I I I I I I I I I I I I I I I I I I I I I \ I I I 1 I I V ui m lmin m I I I sas*4e 49* os•e I I I I LOT 2 1 I ��• I • 4 -- 4nro -�I I I I '•� I BLOCK 1 a 1 � "'• I I I � I 8 gMI yEg41p/I Xq RLC All M 7..Lb GIBDit,y 4900/IFE =M1RIIM___- Negail OB•W 190.00 4•,} F\ CITY OF COLUMBIA HEIGHTS COUNTY OFANOKA SEC. 26, T. 30, R. 24 i------- B trrr ----- ---------------- ---- - - - - -- --taro- -- -J I II _ II I di �8j o LL g? N a I I xV I VOI l /I I r , ice `y 4 I �ad; II II �� II II I I u II II ______ II $ �� li jgy be I II I II I FF— '•2ns —_ I II I II I II I I II I I II I I II I I II 4 W Y ti �8j o se I r ice 4 W Y _______________ ______________________I :MAO ---- +1 I I SAMBATEKiINC. ENGINEERING, PLANNING AND LAND SURVEYING ti �8j o se I r ice said nz II �� scud __ __ _ ______ WVI N I I 11 V1 w O O I %a z I z } } Y Y W a a a 3 3 sI x I I W J z I J z C r I I I Q I III N I 1 I I I II — _ _ - - - - -_ I.11'43•E I I 9 I III City of COLUMBIA HEIGHTS - W- T►b LA FORECLOSURES ;n i� JnLi TT �J?2007 2014 �I !�nJsn n3r�f�l !t �� lFF,, � n Single Family or Duplex Home (6,037) Ll Sold Foreclosures (1,184) dr Active Proceedings or Bank -Owned (109) Iii- I ilk I� This map is for display purposes only. I II — t It is not a legal document and should not be used as such. 4 r( Any questions concerning this map should be sent to the 4444 -FL City of Columbia Heights Community Development Department -- l at 763 706 -3670 I � I 0 0.25 0.5 ° t _ ! � Miles j�F Map Date: 11!24/2014 I ILL LJ LJF Sources: Columbia Heights Community Development L� Columbia Heights GIs l H - -�N /" r -- .0 4 CITY � I I U h OF HILLTOP Ji nn�cl� z I ILA I � Ir Ibl i I , Ih l l - -In n n n� -T7 I I LFI I,., nr n1T �Lj]T J�J � n�J u n I'LHILUILIAEA n �uI Lj J� 0 C oa MINNEAPOLIS " (WATERWOFk 1i I.�n�nnnn�� n r `Y/ nnnn/nnnJ U JI 4 (�, City of COLUMBIA HEIGHTS SINGLE FAMILY /DUPLEX HOMES With Rental Licenses Single Family or Duplex Home 4F Rental Single Family or Duplex Homes This map is for display purposes only. It is not a legal document and should not be used as such. Any questions concerning this map should be sent to the City of Columbia Heights Community Development Department at 763 706 -3670 0 0.25 0.5 Miles Map Date: 11/24/2014 De uL-j I Sources: Columbia Heights Community Development n Columbia Heights GIS n L�U I CITY OF HILLTOP Y jIJ p, Jim °a fl MINNEAPOLIS (WATERW