Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2019-05-09 Planning Commission Meeting Packet
CITY OF OAK PARK HEIGHTS PLANNING COMMISSION MEETING AGENDA Thursday, May 9, 2019 6:00 P.M. I. Call to Order/Pledge of Allegiance II. Approval of Agenda III. Approve April 11, 2019 Planning Commission Meeting Minutes (1) IV. Department/Commission Liaison/ Other Reports V. Visitors/Public Comment This is an opportunity for the public to address the Commission with questions or concerns on or not upon the agenda. Please limit comments to three minutes. VI. Public Hearings A. Stillwater Crossing: Review and consider a request for a Variance from sign regulations to allow two business signs at a single entry for a shared business operation—Good Times Tattoo and Lace Salon at 14727 60th St. N. (2) B. Taco Bell: Review and consider a request for a Conditional Use Permit Amendment and Design Guidelines Review as they relate to interior and exterior alterations to Taco Bell at 14529 60th St.N. (3) C. Central Automotive: Review and consider a request for a Conditional Use Permit to allow auto repair in the B-2, General Business District, a Final Plat and Site Plan/Design Guidelines Review related to the proposed development of a Central Automotive to be located the corner of 59th St. N. & Osgood Ave. N. (4) VII. New Business VIII. Old Business A. Comprehensive Plan/Metropolitan Council: 1. Metropolitan Council Review. (5) 2. Planning Commission Letter to Metropolitan Council Review. (6) IX. Informational A. Upcoming Meetings: • Tuesday, May 28, 2019 City Council 6:00 p.m./City Hall • Thursday, June 13, 2019 Planning Commission 6:00 p.m./City Hall • Tuesday, June 25, 2019 City Council 6:00 p.m./City Hall • Thursday, July 11, 2019 Planning Commission 6:00 p.m./City Hall • Tuesday, July 23, 2019 City Council 6:00 p.m./City Hall B. Council Representative • Tuesday,May 28,2019—Commissioner White • Tuesday,June 25,2019—Commissioner Freeman • Tuesday,July 23,2019—Commissioner Kremer X. Adjourn. e "4 ere...4 1 fs CITY OF OAK PARK HEIGHTS PLANNING COMMISSION MEETING MINUTES Thursday, April 11, 2019 —Oak Park Heights City Hall Call to Order/Pledge of Allegiance: Chair Freeman called the meeting to order @ 6:00 p.m. Present: Commissioners Kremer, VanDyke and White; City Administrator Johnson, City Planner Richards, and City Councilmember Liaison Representative Johnson. Absent: Commissioner Giovinazzo II. Approval of Agenda: Commissioner Kremer requested that Comprehensive Plan/Metropolitan Council be added to the Agenda, under Old Business. Commissioner Kremer, seconded by Commissioner VanDyke, moved to approve the Agenda as amended. Carried. 4-0. III. Approval of March 14, 2019 Meeting Minutes: Commissioner White, seconded by Commissioner Kremer, moved to approve the Minutes as presented. Carried 5- 0. IV. Department/Commission Liaison / Other Reports: Councilmember Liaison Representative Liljegren reported on items from the April 9, 2019 City Council meeting, specifically that: • City Spring Clean-up is Saturday, May 4th from 7:30 a.m. to 1 :00 p.m. at the Andersen back parking lot. • The City 2018 Financial Statement was reviewed by the City Auditor with favorable results. • A public hearing was held for Kowalski's for a 3.2 off-sale malt liquor license, which was approved. V. Visitors/Public Comment: None. VI. Public Hearings: A. Menard's: Review and consider a request for a Conditional Use Permit for an outside materials yard express lane addition and reduction to number of parking spaces at 5800 Krueger Lane N. City Planner Richards reviewed the March 28, 2019 Planning Report to the request, providing an issue analysis and discussing the same. Richards noted that staff has recommended approval, subject to the conditions within the planning report. Richards noted the applicant was not able to be present; however, did email that they did not have any objections to the conditions within the planning report. Planning Commission Minutes April 11,2019 Page 2 of 4 Discussion was had as to visibility of the added lane,the poor condition of some of the trees and the Arborist recommendation regarding those,and the phrasing of the conditions within planning reports,using the word shall. Commissioner Kremer stated that he would like to see the wording be more collaborative. There being no visitors to the public hearing,Commissioner White,seconded by Commissioner VanDyke,moved to recommend City Council approval of the request, subject to the conditions of the City Planners March 28,2019 Planning Report, specifically that: 1. All light fixtures shall be full cut off and be consistent with Section 401.15.B.7 of the Zoning Ordinance as it relates to lighting requirements. 2. All signs shall be designed to comply with the Zoning Ordinance requirements for size,number,placement and internal illumination. Staff will approve the lighting specifications for the signs at the time of permitting. The sign lighting should be designed such that only the text and logo portions of the signs are to be lit at night.The sign background will need to be dark. 3. The Planning Commission was favorable to the building design and building materials. 4. The grading,drainage and utility plans shall be subject to the review and approval of the City Engineer and Brown's Creek Watershed District. 5. The landscape plan shall be subject to the review and approval of the City Arborist. Menard's shall remove and replace the trees along Krueger Lane as recommended by the City Arborist. The trees would need to be guaranteed for one year after placement or if they are moved. Carried 3—0—1,Commissioner Kremer abstained. B. Stillwater Crossing: Review and consider a request for a Variance from sign regulations to allow two business signs at a single entry for a shared business operation —Goodtimes Tattoo and Lace Salon at 14727 60th St.N. City Planner Richards noted that the applicant did request a continuance of the public hearing and that the hearing was not published,so nothing is needed from the Commission. It is anticipated that this hearing will be on the Planning Commission May meeting Agenda. VII. New Business: None. Planning Commission Minutes April 11,2019 Page 3 of 4 VIII. Old Business: A. Comprehensive Plan/Metropolitan Council: Commissioner Kremer stated that he asked for the item to be placed on the Agenda in response to Metropolitan Council's request for additional information on the second Comprehensive Plan submitted to them. He noted that he feels that they are heavy handed and that the City receives very little in comparison to their mandates. Discussion ensued as to benefits received from them and through their involvement. Chair Freeman agreed that Metropolitan Council does sometimes operate with a heavy hand,but that the City really does need to work with them. City Planner Richards noted that the City will be meeting with Metropolitan Council staff next week to discuss the requested information and amendments. Commissioner VanDyke questioned what happens if the City cannot meet Metropolitan Council's expectations for the Comprehensive Plan Update. City Administrator Johnson assured her that he was not worried about that and that with discussion, he is confident that the plan update expectations will be met. His concern with the process is that everything done to prepare the plan results in a financial impact to the City, without any meritorious impact upon the plan. Commissioner Kremer stated that Metropolitan Council needs to know how the City feels about the financial impact and also need to know that the Planning Commission feels that they are more heavy handed than collaborative, in their actions and that the Planning Commission would like to see that change. Chair Freeman noted the cost impact upon tax payers, on both ends of the process, could be reduced if cooperation was better. Commissioner White suggested that a written communication could be prepared from the Planning Commission, that expresses its concern and opinion, and sent to Metropolitan Council. Commissioner Kremer will draft a letter and the item will be placed on the Planning Commission Agenda for review and discussion. IX. Informational: A. GTS Educational Events: Training opportunities and virtual Attendance Option. B. Upcoming Meetings: • Tuesday, April 23, 2019 City Council 6:00 p.m./City Hall • Thursday, May 9, 2019 Planning Commission 6:00 p.m./City Hall • Tuesday, May 28, 2019 City Council 6:00 p.m./City Hall • Thursday, June 13, 2019 Planning Commission 6:00 p.m./City Hall • Tuesday, June 25, 2019 City Council 6:00 p.m./City Hall Planning Commission Minutes April 11, 2019 Page 4 of 4 B. Council Representative • Tuesday, April 23, 2019 — Commissioner VanDyke • Tuesday, June 25, 2019 — Commissioner Freeman X. Adjourn. Commissioner Kremer, seconded by Commissioner VanDyke, moved to adjourn at 6:37 p.m. Carried 4 — 0. Respectfully submitted, Julie Hultman Planning & Code Enforcement Approved by the Planning Commission: T P C 3601 Thurston Avenue N,Suite 100 Anoka,MN 55303 Phone:763.231.5840 Facsimile:763.427.0520 TPC@PlanningCo.com PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: May 2,2019 RE: Oak Park Heights — Stillwater Crossing Shopping Center — Sign Variance-5950 Osgood Avenue North TPC FILE: 236.02—19.03 BACKGROUND Eric Bjelland of Midwest Retail Ventures LLC has made application for a sign Variance to allow two signs on one building elevation for Good Times Tattoo and Lace Design in the Stillwater Crossing building at 5950 Osgood Avenue North. Stillwater Crossing is a multi-tenant building. The two businesses will be in the same tenant space with one exterior entrance. The Good Times Tattoo currently has a wall sign and a second sign is proposed for Lace Design. A Variance is required to allow two wall signs on one building elevation when there is one tenant space and one exterior entrance. The design of the building will easily accommodate the second sign above the entrance door. EXHIBITS The review is based upon the following submittals: Exhibit 1: Applicant's Narrative Exhibit 2: Elevation Picture—Existing Exhibit 3 Proposed New Sign Exhibit 4: Tenant Space Floor Plan PROJECT DESCRIPTION The applicant's narrative for the project is found as Exhibit 1. "We are requesting an additional sign on the building to represent our newest co-tenant, Lace Salon. Recently Good Times Tattoo Co. and Lace Salon integrated their two service businesses in the former Metro Dental location at Stillwater Crossing. Good Times Tattoo has a sign on the building facade, and we believe Lace Salon should have one as well. All our existing users are represented with building signage. The location of the sign will be above the door for the reception area. It will fit nicely between the "Good Times Tattoo"sign to the east and "Shangri La Nails"to the west. The new Lace building sign will be consistent with our sign criteria and the City's permitting process. ISSUES ANALYSIS Comprehensive Plan. The property is designated as Commercial on the Proposed Land Use Map. The continued use of the site as a multi-occupancy shopping center is consistent with the Comprehensive Plan. Zoning. The sign regulations specify that individual tenants of a multiple occupancy building shall not have a wall sign unless the business has an exclusive exterior entrance and that the number of wall signs shall be limited to one per entrance. A Variance is required to vary from this requirement. Note that under the single tenant building standards, the Applicant can apply for a Conditional Use Permit to vary from the number of signs per elevation regulation. The regulations are as follows: 3) Except as provided for in Section 401.15.G.10 of this Ordinance, individual tenants of a multiple occupancy building shall not display separate wall signs unless the tenant's business has an exclusive exterior entrance. The number of individual wall signs shall be limited to one (1) per entrance, and each sign shall be limited to the maximum wall sign allowances permitted in the district. Tenants on building ends may have a maximum of two (2) signs each to be located at the front and side elevations of the tenant space. The individual signs shall be located only on exterior walls which they are directly related to the use being identified. The pictures and the floor plan as attached indicate that the two businesses will have one entrance, but the design of the building will easily accommodate the second sign in a separate bay. The request for the second sign is somewhat unique in that rarely are there two businesses that share a tenant space with one entrance. Signage. The proposed sign would be placed in the bay above the entrance to the tenant space. The sign would be approximately 32 square feet and an LED face illuminated raceway mount letter set. The signs will be required to comply with the Zoning Ordinance size and lighting requirements. Staff will approve the sizes and lighting specifications for the signs at the time of permitting. 2 Sign Variance. Variance criteria are provided in Section 401 .04 of the Oak Park Heights Zoning Ordinance. The Planning Commission and the City Council should review the following criteria and conditions to determine if the sign variances are justified. Review Criteria. The Planning Commission and City Council should make a finding of fact that the proposed action will not: a. Impair an adequate supply of light and air to adjacent property. b. Unreasonably increase the congestion in the public street. c. Have the effect of allowing any district uses prohibited therein, permit a lesser degree of flood protection than the flood protection elevation for the particular area or permit standards which are lower than those required by State law. d. Increase the danger of fire or endanger the public safety. e. Unreasonably diminish or impair established property values within the neighborhood, or in any way be contrary to the intent of this Ordinance. f. Violate the intent and purpose of the Comprehensive Plan. g. Violate any of the terms or conditions of Item 5, below. h. Conditions for Approval. A variance from the terms of this Ordinance shall not be granted unless it can be demonstrated that: a. Undue hardship will result if the variance is denied due to the existence of special conditions and circumstances which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures or buildings in the same district. 1 ) Special cases may include exceptional topographic or water conditions or, in the case of an existing lot or parcel of record, narrowness, shallowness, insufficient area or shape of the property. 2) Undue hardship caused by the special conditions and circumstances may not be solely economic in nature, if a reasonable use of the property exists under the terms of this Title. 3) Special conditions and circumstances causing undue hardship shall not be a result of lot size or building location when the lot qualifies as a buildable parcel. b. Literal interpretation of the provisions of this Ordinance would deprive the applicant of rights commonly enjoyed by other properties in the same district under the terms of this ordinance or deny the applicant the ability to put the property in question to a reasonable use. c. The special conditions and circumstances causing the undue hardship do not result from the actions of the applicant. d. Granting the variance requested will not confer on the applicant any special privilege that is denied by this Ordinance to other lands, structure or buildings n the same district under the same conditions. e. The request is not a result of non-conforming lands, structures or buildings in the same district. f. The request is not a use variance. g. The variance requested is the minimum variance necessary to accomplish the intended purpose of the applicant. The request does not create an inconvenience to neighboring properties and uses. Comment: The sign should not have any impact to the neighboring tenants or to the shopping center. The request is unique in that most tenant spaces in multiple occupancy buildings are occupied by an individual business requiring one sign above the entrance. The building bay where the sign is to be located will easily accommodate the sign above the entrance door. City Staff does not have an issue with allowing the sign setback variance. 3 CONCLUSION I RECOMMENDATION Subject to the preceding review, City Staff recommends approval of the Variance subject to the conditions that follow: 1. The sign shall be designed to comply with the Zoning Ordinance requirements for size and internal illumination. 2. Any other conditions of the Planning Commission and City Council. pc: Julie Hultman 4 fil:4 I City of Oak Park Heights Variance Application March 20, 2019 File #: 236.02-19.03 #2: Narrative explaining the need for the additional sign Narrative: We are requesting an additional sign on the building to represent our newest Co-Tenant, Lace Salon. Recently, Good Times Tattoo Co and Lace Salon integrated their two service businesses in the former Metro Dental location at Stillwater Crossing. Good Times Tattoo has a sign on the building facade and we believe Lace Salon should have one as well. All our existing users are represented with building signage. The location of the sign will be above the door for the reception area. It will fit nicely between the "Good Times Tattoo" sign to the East and "Shangri La Nails" to the West. The new Lace Salon building sign will be consistent with our sign criteria and the City's permitting process. ego( . 4 a f i _ ,...A. . ** , , .... , i.. i ,1 ' '„ • ... .. . :., Z ., , _ 1-b. , . i , , 1 i1 , .., ,41 _ , . tit ,..„.; ci-,1 : t i I « .44a,„ i ' 'i 1 t } �Y tK i` . , „, r J 3 ' i- 4 ....T.--— E f p I .A E t It- F sit•-,-,-.•I: ,...: -, t . � w " ok 4 *.*� f: Yp R li i � ;. a ,., r , r:_____.-_- _,‘ , _ , , l ' , . It iik, t. 111; 1 ,,, : i �...� i i - :4 ,i , ,,. ,sts f _ ' v Aar f <. -1 • r-ii..1.- - :E... iii I its,,,,-', qg� TT$$ i rr tz1 /` vf 1,,,,,it...; m s .' • 4 t:�-..�...� t8 ' '-'" ;t4 i U , 1 • 4 4if 1 Midwest Retail Ventures - Lace Salon *Vector Artwork Required for Production ji SPECTRUM SIGN SYSTEMS, INC 190090 8786 W 35W Service Or / 5'_0" L 763.4 27 55449 1 763.432.7447 763.208.9159,x \ www.epeetrum-signs.com ' / 7'-9716.' IMIIIIMINADENV Midwest Retail Ventures,LLC Attn:Eric Bjelland 1660 South Highway 100 2'-11" Suite 210 l'-61/2" St.Louis Park,MN 55416 5'-4" 4'-0" 652-697-3650 \ 83/a" \ SALON 1472760th St.N. i Oak Park Heights,MN 55082 \ 2'-101/8" / \ MENEMEMER Wall Background 4-8-19 5"White Aluminum Letter Returns 1-Black Edge Trim White High Intensity LED Clusters Patrick Wolter Rick Ferraro r— I Lace:3/16"White Acrylic Faces with First SurfacePerforated Black Vinyl This drawing is the exclusive property .`' Furnish and Install(1)4'-0"x 7-9 7/8"LED Face Illuminated of Spectrum Sign Systems,lncltsnt x " SALON to be produced or duplicated without Raceway Mount Letter Set the written consent of Spectrum Sign 8"x 8"Aluminum Raceway Painted dattwmgs tri forthe��oforom nsttucting I. 5W6379 Jersey Creme the sign by anyone other than 11619 .„, '. , ii Spectrum Sign Systems,Inc s f 5"White Aluminum Returns Ali-,� 'CI' I 'a #t strictlyurs Spectrum Sign S n went occurs Spectrum Sign Systems will ` -KK ... be reimbursed$1,080.00 per occurrence. r" '� 1"White Edge Trim - +�• w I1 White High Intensity LED Clusters Salon:Graphic Cabinet with 3/16-White Acrylic Face l s and First Surface Black Vinyl ` 0i \ Wall Background I Customer Approval Side View ,y -Sue to variances among color monitors,the colors shown may vary from actual finish color Date �F. r E uil EXHIBIT A-1 -4 0 V: X.1" PREMISES t. I- ÷ 0 a 0.. 1/1 Z m ,. w P .3 '• c g 4-- •:,,,-, M 51 • 1 — 1 Z": 'U CI • • • • • ( 13 5, ,„_.. a T 4 I Li___,--' - er [ Ill 1 ,. Te-; Li, -,.., •n w _, I. Z '.3 1 m (8 5 MANamm CD tr ,11 0 'g 73 ' ii) a M in. th ..-. U Isn 4, 5- c) M co o rt .. -,:„, _ u-, . 4 $ - 1,-.LJ,.. .„--) • s cs ' tr- m V 0 T: i ...., . ,.., 1.) • 11 II , . - . _ 4 • II ....-",7-,....- BMW WIT :,-: n I >i -... C r V D D. I .... gal w '..Z) 4i;#19 A-1-1 "Oil DOCS-#5997344-v2 TPC3601 Thurston Avenue N, Suite 100 Eine* 3 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.42 7.0520 TPC@PlanningCo.com PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: May 2, 2019 RE: Oak Park Heights — Taco Bell — Amended Conditional Use Permit and Design Standards/Site Plan Review - 14529 60th Street North TPC FILE: 236.02 — 19.05 BACKGROUND Brian Davies, of Border Foods, has made applications for an Amended Conditional Use Permit and Design Standards/Site Plan Review for the remodel of the Taco Bell at 14529 60th Street North. The Amended Conditional Use Permit and Design Standards/Site Plan is to allow the expansion of the building for a cooler and freezer as well as an update to the exterior of the building and site improvements. The Taco Bell was originally approved by the City Council in January of 1994. A Variance to allow at 97 square foot pylon sign was granted in March of 1994. EXHIBITS The review is based upon the following submittals: Exhibit 1 : Project Narrative, Planforce Exhibit 2: Survey (SR1 .0) Exhibit 3: Site Plan (C1 .0) Exhibit 4: Photometric Plan (PM1 .0) Exhibit 5: Existing Landscape Inventory Exhibit 6: Landscape Plan (L1 .0) Exhibit 7: Floor Plan (A1 .0) Exhibit 8: Exterior Elevations (A4.0) Exhibit 9: Exterior Elevations (A4.1 ) Exhibit 10: Colored Elevations (A4.2) Exhibit 11 : Taco Bell Portal Elevation Exhibit 12: Taco Bell Outdoor Digital Menuboard (6 pages) Exhibit 13: Light Fixture Specifications (6 pages) Exhibit 14: Report of the City Arborist PROJECT DESCRIPTION The Project Architect has provided a narrative that describes the project in Exhibit 1. The project will consist of a remodel of the existing Taco Bell. A cooler and freezer addition is being added. The exterior parapets will be raised. A new brick exterior and new signage will be installed. New building and lot lighting will be installed. New landscaping will be installed. The interior of the building will have a new decor and interior finishes installed. The addition of an escape lane at the drive was looked at and found not to be feasible because there is not enough room between the building and property line. 20 foot minimum would be needed and there is 17 feet existing. ISSUES ANALYSIS Comprehensive Plan. The property is designated as Commercial on the Proposed Land Use Map. The Taco Bell restaurant is consistent with this land use designation. Zoning. The property is zoned B-2 General Business District. Restaurants are a permitted use but drive through and convenience food establishments are a listed conditional use. The changes to the building and site would require an Amended Conditional Use Permit. Section 401.301.E of the Zoning Ordinance lists criteria for review of drive through and convenience food establishments. All of the issues raised in those criteria have been addressed in this report. The one item that should be reviewed carefully by the Planning Commission is the first criterion that specifies compliance with the Design Guidelines. Setbacks. Building setbacks required in the B-2 District include a 40-foot front yard, 10-foot side yard, and 20-foot rear yard. The building setbacks with the addition of the cooler and freezer are complaint with the Zoning Ordinance requirements. A ten-foot setback is required for parking and driveway areas. The west and north parking setbacks are compliant. The site as approved in 1994 included 5-foot parking and driveway setbacks on the south and east property lines, as was consistent with the regulations at the time. The location of the drive through is not changing with this remodel and is grandfathered. Building Height. The building height maximum in the B-2 District is 35 feet. At its highest point,the building will be 20 feet, six inches. Traffic Circulation/Curb Cuts. The site will be accessed by curb cuts at 60th Street St and Omaha Avenue North. There are no changes to the access with this remodel. 2 Parking. The following table provides an analysis of proposed and required parking spaces: Parking Area Required Requirements Spaces 1 per 35 square feet 823 X .9 = 741 SF dining/service 21 1 per 80 square feet 1 ,388 X .9 = 1 ,249 SF 16 kitchen/storage/misc. 2 spaces Drive-through window 2 TOTAL 39 Per ordinance, the site would require 39 parking spaces. Currently, there are 45 spaces, two of which are disability accessible. The current configuration and number of parking stalls will not be altered. In addition to the parking requirements, 180 feet of stacking space is required for the drive-through facilities. There is more than 200 feet of stacking space provided. The drive through and stacking area is not changed with this remodel. Landscaping. The submitted landscape plan is subject to City Arborist review and approval. City Arborist comments are found as an exhibit to this report. As part of the plans, three Spruce at the rear of the building and one Boxelder at the south property line are being removed while seven trees are to be protected and remain. The area around the building and throughout the site will be re-landscaped. Lighting. The submitted photometric plan illustrates light levels that exceed the maximum of .4 foot candles. The lighting must be revised, and a photometric plan must be submitted that complies with Section 401 .15.B.7.d. This section reads: "No light source or combination thereof which cast light on a public street shall exceed one (1 ) foot candle meter reading as measured from the centerline of said street nor shall any light source or combination thereof which cast light on adjacent property exceed four- tenths (0.4) foot candles as measured at the property line." The light levels on the east and south property lines exceed the allowable light levels. The parking lot light fixtures, as provided in the application materials, are full cut off and are to be installed on the existing poles. Light standards may not exceed 25 feet from the ground surface to the top of the light fixture. The Applicant should verify the height of the existing poles and the total height with the new fixtures. The specifications for the exterior wall sconces indicate that the fixtures are not full cut off. The light source cannot extend below the shield. The lighting plan shall be revised to comply, subject to review and approval of City staff. Trash Storage. Plans are included for the trash enclosure and indicate materials and colors that match the Taco Bell building. 3 Mechanical Screening. Any exterior mechanical equipment, either on the roof or ground mounted will need to be screened in accordance with Section 401.15.E.10.e. of the Zoning Ordinance. The Project Architect has indicated that the mechanical units would be mounted on the roof and screened by the parapets. Noise. Sound levels from ordering and announcement equipment shall be in compliance with Section 401 .15.6.11 of the City Zoning Ordinance. This section states that the emission of noise by any use shall be in compliance with and regulated by the State of Minnesota Pollution Control Standards, Minnesota Regulation NPC 7010, as may be amended. Grading, Drainage, Erosion Control and Utilities. Grading, drainage, erosion control, and utility plans are subject to review and approval by the City Engineer. Storm water issues are also subject to review and approval by the Middle St. Croix Watershed District. Signage. Freestanding Sign. The applicant has proposed that the existing freestanding sign at the front of the site remain as is. The sign is 96 square feet, but a variance was granted in 1994 to allow a 97-foot sign. The Zoning Ordinance would allow one freestanding sign at a maximum height of 20 feet. The Applicant should verify the height of the existing pylon. If over 30 feet, the City could require at this time that the Applicant reduce the height to a conforming 20 feet. The Planning Commission should discuss the sign height. Wall Signage. The following wall signage is proposed: Total No. Total Sign Square Feet of Signs Square Feet North Elevation: Bell Logo 13.5 square feet 1 13.5 Taco Bell 9.9 square feet 1 9.9 East Elevation: Bell Logo 9.9 square feet 1 9.9 Taco Bell 9.9 square feet 1 9.9 West Elevation: Bell Logo 13.5 square feet 1 13.5 Taco Bell 9.9 square feet 1 9.9 TOTAL 6 66.6 Total Allowable Signage. The total square footage of wall signage shall not exceed 150 square feet for the site. The total wall signage proposed is 66.6 square feet. There are two wall signs on each façade. Section 401.15.G.8.d.2) allows for an exception in numbers of signs on one façade by Conditional Use Permit if in accordance with Section 401 .03 of the Zoning Ordinance. Staff does not see an issue with allowing two signs on each façade in that the signs are small, and the total wall signage proposed is 4 much less than what is allowed. From a distance, the signs would read as one sign. For other businesses along Highway 36, the City has granted Conditional Use Permits for numbers of allowable signs. Menu Boards/Directional Signage. The site plan does not include plans for any directional signage. The Applicant should verify if directional signage is to be used, and if so, provide a diagram that shows the location of all freestanding signage. The plans indicate a 10-foot portal at the entrance and an order board on the south east site of the drive through lane. The City shall determine the sound levels that are appropriate from the speakers and light levels from the order board. Sign Illumination. The wall signs are proposed to be lit with down lighting, up lighting spots and LED strips. The sign lighting shall be designed to comply with the Zoning Ordinance lighting requirements. Staff will approve the lighting specifications for the signs at the time of permitting. The spot fixtures and LED strips may be used if the lighting is directed at the sign and designed so that the light source is not visible. Design Guidelines Architectural Guidelines. Façade Treatments The building will have a definite base, middle and top. The facades feature differences in materials and brick colors to provide architectural interest. Ground Level Expression This is a one-story building with a raised tower feature at both entrances. The entrances are well defined by the awnings and signage. Transparency The building uses glass on all of the facades except for the rear. The Design Guidelines requires at least a 20 percent transparency on ground floor, street facing facades. The façade facing Highway 36 is 24.4 percent transparent. The façade facing Omaha Avenue North is 15.6 percent transparent. The Planning Commission should comment on the transparency. Entries The building features prominent entries with doors surrounded by glass, a canopy and signage above the door. Roof Design The roofline is broken at north and west elevations with raised parapets above the entry doors. 5 Building Materials and Colors The applicant has provided color elevations for review. The primary building materials of brick, glass, and EFIS are compliant with the standards. Building material samples will be available at the Planning Commission meeting. This should be discussed by the Planning Commission. Franchise Architecture The building is a franchise design, but it is consistent with the basic principles of the Design Guidelines. This should be discussed by the Planning Commission. Site Design Guidelines Building Placement The proposed building has well defined entrances facing Highway 36 and Omaha Avenue. The building is set back to allow for sidewalks and landscaping. Parking Areas The parking area is landscaped with perimeter plantings. Storm water Storm water will be addressed by the City Engineer. Pedestrian and Common Space Currently, there is a trail along 60th Street at this location. Landscaping Landscaping is provided around the perimeter of the parking lot and in the front of the building. Trees/Shrubs The trees and shrubs used in the landscape plan shall be subject to the review and approval of the City Arborist. Utilites/Service/Loading/Drive-Through/Storage Areas Addressed elsewhere in the planning report. Lighting Addressed elsewhere in the planning report. Signage Addressed elsewhere in the planning report. Pedestrian/ Bicycle Routes A trail exists along 60th Street North. A bike rack will be required. The plans indicate the location near the front entrance. 6 CONCLUSION / RECOMMENDATION Subject to the preceding review, City staff recommends approval of the following listed requests subject to the conditions that follow: • Amended Conditional use permit (CUP) for a fast food restaurant with drive- through. • Conditional use permit to allow more than one sign per building elevation. • Design Standards/Site Plan Review 1. The applicant shall provide a revised photometric and lighting plan that complies with the provisions of Section 401.15.B.7.d of the Zoning Ordinance. All light fixtures shall be full cut off and compliant with the Zoning Ordinance. The parking lot lighting shall not exceed 25 feet from ground level. 2. All mechanical equipment on the roof or on the site shall be fully screened in accordance with the provisions of the Zoning Ordinance. 3. All noise generated from the store shall be compliant with Section 401.15.6.11 of the Zoning Ordinance. 4. All grading, drainage, erosion control, and utility plans are subject to review and approval of the City Engineer. Storm water plans are also subject to review and approval of the Middle St. Croix Watershed District. 5. The Planning Commission and City Council shall comment on the building design and building materials. The applicant shall provide building material samples for Planning Commission and City Council review. 6. The freestanding Taco Bell sign shall comply with the 20 foot signage height requirements of the Zoning Ordinance. 7. The plans should be revised to indicate details and location of any directional signage. 8. Outdoor lighting for the parking areas shall be turned off one hour after closing, except for approved security lighting. 9. No strip lighting of the building, canopy or freestanding sign shall be allowed. 10. All signs shall be designed to comply with the Zoning Ordinance requirements for illumination. The spot fixtures and LED strips may be used if the lighting is directed at the sign and designed so that the light source is not visible. Staff will review the lighting specifications at the time of permitting. 7 11. The landscape plan shall be subject to the review and approval of the City Arborist. 12. A bike rack shall be placed on site. PC: Julie Hultman 8 4.4 I ■7 PLANFORCE I•:: ARCHITECTURE + DESIGN Taco Bell Site Plan Review 14529 6oth St.North Oak Park Heights,MN 55082 Project Narrative The project will consist of a remodel of the existing Taco Bell.A cooler and freezer addition is being added. The exterior parapets will be raised.A new brick exterior and new signage will be installed. New building and lot lighting will be installed. New landscaping will be installed. The interior of the building will have and new decor and interior finishes installed.Also, many additional maintenance type items will be addressed. The addition of an escape lane at the drive was looked at and found to be not feasible because there is not enough room the between the building and property line. 20'minimum would be needed and there is 17' existing. Project Contact List Owner's Representatives Brian Davies Border Foods,Inc. 5425 Boone Ave.N. New Hope,MN 55428 Phone:763 489 2915 Email:bdavies Qa borderfoods.com Nathan Wenger Border Foods, Inc. 5425 Boone Ave.N. New Hope,MN 55428 Phone:763 489 3004 Email: nwenger®borderfoods.com Architect Dean Madson Plan Force Group 4931 West 35th St.#200 St.Louis Park, MN 55416 Phone: 952 541 9969 Email: dean.madson®planforcegroup.com RECEIVED APR 0 9 2019 4931 West 35th Street,Suite 200,St.Louis Park,MN 55416 1952.541.9969 I PlanForceGroup.com ALTA/NSPS LAND TITLE SURVEY FOR: \` . BORDER FOODS ;0 5425 Boone Ave.N. is New Hope,MN 55428 ;.:;,::1:;r ::::::: 82- \ -_4444. -- - 4444..„ PLANFORCE,, •5555 :`:::. ARCHITECTURE �...... 4444...�4444.... 4444�.. STAFF HIGHWAY Na.36 / INTERIORS 6OTYl STREET N. 1.1_ _ Legal Description If azw 59102/0 MI MNm.NU �. • sorx nv2r x. a,�x , p Nom owameXIV Ix..E,,,.M.,.nem29,..20 Ali Met part of Northwael s. r el eogon 4. 20 North. ,en4,ao"Count.anne'n.SdexroedT follows:eeannag.rNe gedN..amw .3 St36411•3111 `� ,----T F--- en Cleaner Northwest corner of said tract.run..4 thence South along the Wes(Ilne of eai4 beet 241 feet to. .can .. M ks..x 4444 S a�. ew ol.ea trod 24 parallel to Me No.fine of mid tract 206 feet roe point,runningthe tr S 1 running thence east h»a�M be24mnetecc .lam tlw :48J ! J _ .x CeMZonin ination m I9 I �� Nmec �naigroscneaaPenn ��ths '.� -nr N.aN� a .tee 0 2.5.•sn,as. TACO - m d 55.RR .... ° 4444..m. BELL $, ri1.1 ( N...N..»044...,9 © .me x244 --- _ � ee.u».r 0 Esme te�.mwmvxte0... 1452860TH ST.NORTH i., --- __ - aM RI~ tl`s•.~ 6 ,�i.nmew ev w.. OAK PARS HEIGHTS,MN 52 I ...,,,e„,...,,, O 55062 v 4� O7 STORE e: 4 l �N e 4444 .rvw.em ..ow row. rwu.V+.r1 O E.ne�..wiwnwax�rr. wkwm..per 5......Num 4.4416 wo.xn...men.44.16. BITE PLAN/CUP REVIEW g (.; Name* r 8O . myae 04.09201g Wl E ;�. 4 . r l 144 I a dal *ma ..� "` O ,,.,Torn«,... I ....�, i E: pp 13.16 x. IMAM L.' N� -�_.lei ,, ,tae 1 8 _.a._� x _55 �.�. ® ,4..:e...P .. � 4 � 8 ' NOTE .>ax»� II Miscellaneous Notes ,�I"+ ------------'--,Q - 550,9. _ �..Ne, oR`�.6°.isaw"i°.,xr°�°sw.e.a.�m w.�nmroneM„nn,oxn.R�am.F»xn. R ® 5544.s�t74 x,9445 aelee0.164„o,Rote. I '” _ _ ? $ Lagena et Symbols ane Abbreviations -- Pmmn4m..4 14520 can see.Norm,ON,Ren Negne.MN 550,93 O CI " — ,955....2.Nan* II "a Property Wen*. .04.024.20.12.31132 soilsO.Aream ---- _- -_ - li ...55..55w NNS4,w 00N....r.aaan�mn,a,9eO.R.n V I o _ ® m.55.a, . z.N ,.eemem.ns5,,,1ONFEMADenOmoe --- --1-- - - *Ooande 11 e ere ® »,«.n 4 of*meowNoea..E*m a,.« zo on *eio.n,0.4,.41.0.,.4444 ---- 61..1, a u. ® 55.55..,..5.00.......morn..n..owe.m„na.,n.,Nwwow, MNy 1,........,....wk..ea.N.o4,........ or.n�a� .,.n..4..... r I _--1 '..-1":--__ ®• MNe •w55am..ne.».u...aan..t,�e..x..a an.n.n.n,.x. �J •. --1 (0- _ a I"$ �,a..o. ....Mopt of In.,le*gond ® te:.. .a.,4ww�..n..�.w....aaetrn.we,arem. 0 1 I(' I an PIO.e mberm, Co arena tli•m•em.tMea..e..Owoanm.mon,*ea o...N.4onm.orm„e.2 Border Foods 25 Ave _._---.---- ---J I .s,aP f0.. \ � -« e..e..., Qi 55r...mmwn ee.w.ea�w�a.erwm..ri m�mwmm.a+e. New Hope,MN5542B A . „ q6 Jy,a, p ..,v. w.55.55n Ti..Y.a».ew.we.ar�.....uew..e.m.amp...aw r44x. 6 ,.m . 48..52... 4 ma..5516.Parramb.m.e.�.e...owneret*.wmhemen. .w.....'Pt:=4M 63 " �.,,,,„ ,955,90 .� eS ®j n..x�4444»amw.°1�°Ma.. b "I 5'6B"6T46'Et 800 . b rm.,ax.55 waea„o., ALTANSPS Lend Title Survey Certification I ALJa.n,8 Ower. T,owlen rneer eo!LC II TO ON PAW.Nagana!m.In.m...company..5516.,: .de.,,a„ .ea.... A"� accordance volthIlle3010 la to awtw,nInanumor pl.sward OWN nn,mw,en•lerALTANSPaiandTm. rI I e rr4n oa.m.mw 9 riVeye.540 24wn a,.tm.a,oayuTA.and NIPS. 4,240.Nene 1.2.3.4.5, .16x4 a.ewmx The neN won.me competed on No.m455 2 018.. Dated this 111.day ot Nmember.ROIS. I PrePere0••, SCALE IN FEET OEM A R C siVteO I // // // 1170-H SUCESSOR REMODEL r 0 20 40 60 \ .'p.:..m.,,,n,.,., n,..,....„ 2.211 GSF c. d!T:' //n•aN1.048•32 04203 / Tr?SEATS SURVEY Nag .teoeo..-20-20-..NymorNrewT>I.4e2oe.m,. F.S.No.110445!4,...R. vm me cisl4 RECEIVED APR 2 4 2019 SR7.0 TACO BCt�_ (g)KFINOTE CPO #3 aK LEK. PEOUISEMEHTS PRIOR TO INSTALUTON 3 GEM E%1571.10 ELECTRIC,ETC 4 INSTALL NEW 5 16151,11.NEW OWNER SUPPLIED LE13 LOT OROM MOD7 UM ANO PANT EXISTING MST POLE ER �LOR wN�wE� .' 06,6,6 NOR.ION RNO C.ewETRucK.REno MU AM OVERLAY EXISTING mix..LoT QwRNwINER12 REMOVE MG POLE P.,10 1111_515060KKE PLANFORCE , REPLACE Ela-EIRIOIR SIDEWALKS MO CURBING RIFY ARCHITECTURE CONCRETE ORIvE 11.1M.CURB MO BUTTER TO MATC1.1.15MG INTERIORS VEIL,EXTENT WITH OWNER 11191,11.NEW DRIVE TNRULoon, MCT911.1.,ETC 1.1.11GONNECT TO 14 DEMO EXISTING MAPPER GATES n NNo. 4D1 Wen N,^Stren HIGHWAY 36 „�„ SuK.� 19 KKO MEM GAP FLAS1511.19,0 EXISTING DUMMER 62 INmE NA.1.19,9.eN. . 19 CONTACT CIVIL ENGINEER TORENEW AOAAREROACHA.RESTA„RA.T NxeErNN �� ,.N'EW 1KKE RA«ANOEOUNCUMN ON NEW CONCRETE E,Ae. r ® KEYNOTES f71.4414' I TACO J , BELL O BTW m— 14529 BOTH ST.NORTH / /�)//� +� 'ti. DIEXPEZTE„^ OAK PARK HEIGHTS,MN • STORE K: ® % • A Q' 1 1 ten` ■ .� c'� TACO SELL h,1—,. EXISTING) I "#' T 1 'i'1- ✓',/ �.. J �i fI ,-- i / I =I_ 1 `: �, - BIKE RACK 9 �� ,a1` Qn %L.- " - 1 ER NOTES % TO p � �REQUIREMENTS ., _ ETREES BUSHES SHRUBS a U CMAERM� APE r0 TRIMMED AS NECESSARY IF NOT _ 0 ' OUR WITH R 6EIYEMHEMG R R SR I REMOVALNSTALAT0N R IMTERIALS TKE RNOT 70 DMA.THEM. TRO LKKOSGAPEP_a % o PAIFI5000 00 0 EaCO' € .. E EWATERED uoI.oNrANEOON, , � C1.6.70.1N All..OR R FREERDEWS oE ONTRUCT/ON MB LANIXSAPE*MM. r I _ -- —% Eni>r1^ •• GENERAL NOTE= 4 i Tt • • '® - Border Foods ® .). 5425 Boone Ave N Now Hope,MN 55/25 •• I' % F`1 ''...6.66.6666.A.w6 .w.nw.ww.au.oraw..w r-__ r T n...xw. 1666.6.666ELAN .6=6666666 666...II6 NOTE .w<w Ram*.Corn*.e 0.1.1.1.1016 THIS ELAN HAS BEEN CREATED LASING PREVIOUS SRE iNFORIATION AND MU. FEAT.IRES NO suRverws BEEN coHornoos CONTRACTOR SHALL TO 81001013ww w 1 MEASUREMENT, 005118110,4S PRIORSL01,11ACTOR ISREroN59E FOR -==1-=I COMPLAINS WITH 616.6 BRANDS II=IIF IC == SPECIRCATIONS MO PART OF THE11II EIra MOO-H SUCESSOR REMODEL I RRD OMRIEEF TORE 11=11! llbll=ll- I=11= I II=11=1 2,211 GSF • =11=I1! 11=11-11. TIT SEATS 'Tin.'I I, 11-1I- . � �I �� 1.11-11II.�I;P MN PLAN STINOR HRUNGANDCAR LLS z 1111-I I 1. 1.116- Torusruu: $ K ERNE TRW CAR STACK. 6W1} �v 1 6766. xeM C1.0 — - , _ TACO BELL SITE PLAN , ,o a I I HANDICAP/GRUB NUB SIGNAGE ,rr v © onKono,,I,H,,MN. Ci'it Li • 1-.°1 1.4 1. 174 1.1 D., 174 1,3 t.s t.4 1.7 1.. 1.4 14 . 1.1 '0., 1.3 14 14 1.2 .5 1.11 1.2 1.4 1.4 1.• 1.5 1.3 1.3 . .4 51 1.2 1.1 ENII MEM ITACO BELL A A I ' IA . . . . , t, b., b., .13 ' ' .2 14 1 14 14 1 . 11 p .2 1.1 // 14529 60TH ST. NORTH ME:: b.2 b. 1,9 14 4 j.e 1.2 •'6.---'176 14 46 •• ••'71.---'-----.!_. .1 1.0 .. . .0 1.1 1.3 5./1.3 )4 1.1 5.1 1.7 5.2 1. .1 5.3 1.2 OAK PARK HEIGHTS, MN I 1 PREPARED BY: JOHN BUJAKE 1.2 b. 1. I 1.2 1.1 5.9 1.3 4 14 14 1.2 1.3 21.3 1.3 5 1.6 1.6 1.4 14 1.4 1.9 1.4 1.1 1.0 1.7 1.4 1.5 1.5 1.5 1.9 1.3 1. .1 1.5 143 PLANFORCE 1 ACCUSERV LIGHTING & EQUIPMENT ARCHITECTURE 1.3 b. 1. j .2 a 1.6 14 1.1 1.5 1.9 '0, 1.2 54 14 1.2 1.2 1.3 14 1.6 1.7 %.1 %.0 9.6 5.5 1.1 1., SA 5.• 5., 5.o 5.7 9.9 1. 14 1.4 877-707-7378 .-- INTERIORS 1 b., b. I., IA ... , 5.2 1., %. 5.6 t.'0.o1.1 1.4 1.0 5.7 1.9 1.3 9.5 1.5 1.1 14 1.0 1.5 1.1 1.0 •1jbujake@accu-serv.com.5 1.5 1.6 5.o 1.2 1. 1.7 1.3 MARCH 26, 2019 estmesPe... MOM . . 4.2 10 1.2 5.1 1.6 1.6 1.6 14 4.2 .2 '° .2 14 8314413,4612 Mow. IIIMMINIM , • "MN ,, _ •.____ MOM 1.4 1.1 - 1 A WOmegroopcom 1,3 1. '0' 14 .2 1.4 14 e '0., la '0., 1.4 %.o 5.7 14 104 10.2 $.7 1.7 /4 9.1 14 . s 1.5 1, 54 '0,00 1.4 1.1 1.3 b. V.4 1.0 1.4 5.7 5.0 .6 I., 1.2 5.1 11, 5.2 5.1 1.o 1.4 IA .. .2 .5 LO .0 5.6 /. 1. 1.1 .- .. 1.4 b. .3 1. 14 1.4 1.3 5.5 5 1 1.6 /.9 14 1.e 14 1.4 b.o 1.7 1.s 1.3 1.6 1.4 /4 1.5 .4 • TACO BELL t., 1. 1 4 /.• •' Iste4i 5.5 .6 Ts 5.7 1 o 1.6 1.4 1.4 1 s 1.4 1.e 1.2 5.4 1.7 1.1 146•7 1.4 1.2 1.0 147 1.s 1--..4%...„.2 „., „. ,. '0., '0, . .„ ,., ,., 1.3 5.1 1.6 14 5.2 1.4 1.3 1.4 1.1 5.4 4 .6 14 44 ij A.7 14 1 t.6 12.4 TACO t.s b. 1.2 1. 1,a 1.6 4.7 1.1 )4 1. 1.2 1.5 1.11 1.2 1.11 54 14 5.: 14 1.2 1. 1.7 1.7 ..., 4'15•111ST-2 ipli .3 %. .: ID, %.3 BELL Kb., b. 1., 1. 1. •• ,- 5..s S.1 b., %.4 '0. '0., '0., 5, '0., 1.6 It., 5.1 .9( 01.3 4.5 . .r. :M...,. i‘,! s• 14 1. .1 1.3 1.2 -' / • . i 2_1 1 5.5 1. 1.0.1. 9.1 1.6 1.2 %A 1.1 S.S 14 /.1 /.7 /.7 14 t.e 14 14 1.21,4 4 .2 4.4 - . I .1 5.2 1.1 1452960TH ST.NORTH OAK PARK HEIGHTS.MN 55082 1.6 b. 14 1. 14 1.a 4.3 4.4 1.6 1.s 4 54 5.4 5.4 1.0 1.4 F. .. .6 1.4 1.7 5.1 149 b.. 2) 1 7:71:.,i;.., .1 _ IU . FA % 5 1 3 /.0 1.5 .1 1.6 5.4 /.2 1.1 1.1 5.4 5.1 1.2 1.1 I IT STORE A SITE PLAN/CUP REVIEW 04.09.2019 1.2 1, 1.s 54 $.7 1.4 1.9 1.0 1.1 1.2 1.4 5.1 1.6 1.9 S.3 14 1.4 1.2 1.2 4.2 42 1.7 °I .4--- w 1.5 1.1 14: 17.3 1.1 I b.s 1. 1.4:1..5.4 9.4 /4 1.1 1.2 5. 1.6 .0 1.3 ., 1.2 1.6 1.1 1.7 1.1 /4 14 1.. 1.1 $2 kil )2 5.3 .9 9.1 II, 12., 11.9 1. 9.0 9.9 .6 14 .3 1.3 • 1.4 1.41 1.1 1.4 1.1 1.1 1.1 1.3 1.7 1.o 1.1 7 '0, 1.2 1 .1 $.2 14 I 14 1, 3 5 0 1.7 1.3 ., 1.5 1.3 5., S.7 5.3 1.5 1.9 1.4 .0 14 4 t.o =SA 1.1 IA 1.3 %.2 .. .o 5.- 1.3 .... .: $.9 11.3 5., I. 1. '0, .. %., 1.4 1.6 1.2 54 1.4 1.3 5.2 1.4 1.2 1.3 /4 1.e 1.3 .6 1.4 14 1.2 $4. 14 5.4 1.3 1.4 1.3 5.3 1... 1 5.5 5., 1.6 11. ' 1' 1 1' 5 4.3 /.4 /.2 5.2 5.4 5.5 1.2 1.5 1.9 1.4 N. 1.5 14 1.4 5.0. 1.4 1.3 14 1.6 54 14 1.6 94 9.7 1 0 5.4 54 1 1.6 t. .4 1 1.1 • 14 1.2 14 1.4 1.5 1.s 146 14 1.7 9.1 1.6 14 1.1 1.2 1.2 1.5 5.0 1.5 1.4 1.2 1.4 1.3 1.6 1.5 1.9 1.1 1.1 1.7 1.5 II 1.7 1. .5 5 5.5 5.. 1. 5.6 5.4 .5 ., 5.7 1.2 1.4 $4 1.1 5.5 5.4 5.4 5.2 1.2 1.6 1.7 1.4 1.3 1.0 1.2 1.1........lyN 1 1.1 5.7 $ 1.7 1. 1.7 .7 ., 1.1 1.4 1.7 5., 1. /.1 5.1 1.6 1.1 1.9 5.7 14 13 1.3 5.9 1.91.1 1.7 4.. _.„5.1 1.5 1.1 1.1 1.3 1.0 1.6 1. 1.4 .e 5.1 5.2 5.3 %A 4 4 1.7 /.0 1.9 5.9 %.4 5.9 5.4 1.4 1.3 1.0 0.9 1.4 1 1 1.7 15., '0. 14 4 o',L,-,-.., ,..0.i ?'.'• ,., „ 5, ,., .5 1.3 1.2 1.4 1.6 .1...S7N9.1o11..../.6 1.3 1.9 4 54 14 14 14 1.1 /.9 5.7 5.7 1.1 1 2 1. 5.6 1.9 1. r-,,..,. 14 5.4 1.1 „„_41111 k ,.. 1. 14 1. •• 0. 1. 14 5,, 1.1 1.4 '0, 5.5 $.3 1.9 1.4 1.4 1.2 1.0 • 1.4 1. I.4 1.5 1.0 5.5 1.0 . .1 .5 5.11 , 1 Border Foods r ) b.. 14'.14 14 5.2 5.6 S., ,.2 1.3 1.11 5.2 %.4 4.3 1.9 1.5 1.1 1.1 le 14 1.2 1. •.o 14 1,s 1.7 1.- 1.2 3.1 1.1 12.* 1.3 5425 Boone Ave N 1 / New Hope.MN 55428 1.6 14 1.2 1.4 14 1.0 1. 1.5 5.1 5. 5.4 1.1 1.1 5.5 /4 '0..ç" . .2.2 1.5 ..0 3415.6 14 1.6 1.3 1) 1.4 1.I .: D.3 1.3 1 5., 5. ..o .S.3 ,./ 1.9 1.1 14 1 1.6 1,4 1. 5, 1.7 1.3 1.2 1.2 1.1 4 1, 54 54 i A 1.3 1.3 1.1 1.1 ...5..,./1.2 1.2 1. 4 1.4 1.2 6.01m I sm. 6644511461441 46146°64.1 ..999.*9 i: 1.4 4.9 1.7 1.1 1.3 1.9 1.1 1.3 9.4 5. 1.8 23.2 1.9 14 14 1.1 4.,...„''' .s 1,1 t.a 1.1 6,...,„,... 64.2.6414•44 t - 1/624-45.3. lo-47*- .. ----=1114111111112 1 . .4 . 1.7 1.4 14 14 1.6 ---i.7 1.1 1.2 1.1 5.1 1.1 40411114m om Planning ennuninsien 04.64.9014 i b.1 1. b.e 142 t.2 t.4 1.2 1.7 t.e 1.4 1.4 5. 1.2 1.11 1.2 1.4 5.5 1.5 5.4 124 1.2 1.2 14 14 14 14 1.2 1.2 14 146 i - I. I cmeMstion 511.4.442 EOM MTMIDED 2'15 1'Ir2 ';'1/' r.e" '.'n M70-14 SUCESSOR REMODEL $ MUM MT 6 DRIVE-TARO SOMME 5.31 10.2 2.3 2.31 4.43 2,211 GSF el 110000 LEVELS ane 0000101000 0101-1000002,11111141 LEVELS ARE 41120110 HIGHER 771 SEATS PHOTOMETRIC # . PLAN ?r',1 : 0 ='- I " ' 01t111 ,!:10I17I°7tItt,;; .,.,, . 4,71. 20..4 1 0.-.40 01 0 113 le . 9 MMHG.ME 39591 MOOR LED 710144 " PM1.0 1 KAM ARE 251-02 FOR AS OVERATI FIXTURE HEIGHT OF 2,-62 H.D.O. 7ACOBELL mmummwmpum IA i. C ALTAMSPS LAND TITLE SURVEY FOR: " 7 4 5 • Total Tree Count-1l BORDER FOODS ���"'i 1.Maple-48" 6425 Boone Ave.N. 2.Maple-62" ` New Hope,MN 65428 3.Boxelder -96" ,,,.. - ;l:c;:;•::,:� i'-- _.- 1_111..;,; 2111,.. .. ,.. , 2111. 11 4.Multi-Stem Oak-192" spur HIGHWAY No.36 1 5.Boxelder-96 I Lepel Deealpdon I� 6.Spruce-72" NON+ 5� N. 4/ 7.Spruce 72" ...• . .... '4InOWpe .1.011 _ 8.Spruce 72 --- :. .- ':..; :.w�•: 1..0..11.1,18. 9.Maple-60" s -- ; .......0...:...,,...s::u;..•..".., 11.Birch 24" i` 'I '' ', s. I Current Zoning informaWn N.co...me net8...-1.7413111 ,, Ir a Total Shrub Count-yL 1 / w ".. ". 0 °.r....-._... 1.Dogwood(2) c 1 - .® C ball.1...../1••• g 2.Spirea(11) A ;1 ®® �� O......... k F�>• th® — nen :AN Ikak.V Total Perennial Coin-I45k eI Q,, I n` �i I =...,.........,;,....-.A p.. a..w.�.,.e...«d.�....«......m. 1.Daylily(25) 1 . 1 ii'Ii; �ea,�y ,c. : 1•111 2.Grasses(14) {I � I y I: ter—err-i�r�� O .r.. 3.Salvia(6) z ---+�----17i::7: ®." ..�� ti Q Ig •Y, ®® u..a. r. p I • v+r 4 I'_ I L-I_���_ `",Rnl I „ _` - . � 11... II. 5 It,. -.-`r'.u..w.arrr:,w«..w.w r..wr..wri 't tti,,�,- - -�.• --, -` j _----�-.� a a MleoNensow Nota ll I I JIS -`- - - O - CS - M..•.a n.•ar aaewAmR I -'A, _ I b e..v.rw.enm.erw•.or.mrrr.nnuon / I --1••� __�__ -T .� �' I� 4; i Legend o<symm.•ne�eereari�"m"-� ® w..sw.rrrr:ua..anmv • lima ComMolotranal IR Alunf Mr*•••1.4,1•MIA*,Arave......fraseammron1.MO,. F''' 1 ,...,... »r' CI;jjrr ! i' ...........r,. d j. :.� II 0r ---�\` r• O F-- ®®�,. . ,®, Tmic_454) r.r..... .rv..a.......�.�..w1ror,.....,..r I m ': I . > I '• r 1 I •� — 1111 ....r..asoo n. 1 serer'le•_°ne w� II unvNm.sva unarm ee..,oenaecn ll r...,ort.....,,,..“,ii ...a.......ac ' 1,e..ra..".i..r,..w........ I l t 1 .1W• M•0.,....,0.,fw..Ynw.Mom. I .N. .....�"moo O▪ EMARC .� � ,.��., C_.,..., ......2019 .__ =T. EXLSIJI G Revision#: Scale: Landscape Plan: Existing Plant Material Landscape Design by: Jon Kallestad LANDS APE Date: 4/1/2019 N/A TB Oak Park Heights A+ Outdoor Services, INC INVENTORY Developed by. PLANT SCHEDULE•ENTIRE SITE 0 SW TOTIL COINCRNAME BOTARRYL MNE 8I71 ROOT COMMENTS B o rd e r REPLACE EDGING SATINS Oxa1rt TNEES ro E R06w® 6FMRIG PE REG ---- SPRUCE ‘006,3„ • + 6 a Foods•. " i4wa t. S. ' DOIMaMcnETRaaroE.TNMEO WADI ■wee yrAregFaffie_ I9`�1�• 0 1/1113eo�nFR -_-- 5425 Boone Ave NIF. . New Hope,MN 55428 M :S7#f s 1 x ope �yry:•y. •x4REMOVE AND EwexNmewwnnin xxr (� )_ .=a.•-•r-&♦ ASSECE55Mv MENACE MEM.. s LEIS ur 16 urnauu6EeR +..w�• W+xwexr carr. EPA 'T(p taLae NUM.RwFrelATepw p L /C i IIPMEC4vANlf M•Yµ.w v1. WO 61 RIAS FOFMIeLOMN Wm..6.11106.600•I 0 COIN. /��/!! NO • rwoxlpwYMY N�1.YW N WIIf. NORM BIV•E 5.55135/55/551 RAW 705 5,40.1151.14,115551 Y. gi SUPPOINIONOPPAPP _ ,-rc ��•�� � _ w ."'` '4 4 Yep51015/1111.1 5 595/11545161111.0111 1615. WELL BIVIURIPOPER.5.60.1.4541501/6057555 RLSMhFl66T.PMxT W,EIVE �,- ELI'S ;II;IIA ;"iI III; __..C.nw¢D. Taco I II_II_II_G ll I' !WOMBED TM II�I-IIT�I� R.�II�� II - /'�,(, II-,11=III_=1� .....r' 5555,a6µ 550 /I4L - x:,w . nNw Bell �/Y „•-•:. DECIDUOUS 8 CONIFEROUS SHRUB PLANTING d /I roodod` a .I O x T e 1452980TH ST.N t. .U(, L I j OAK PARK HEIGHTS,MN, 55108 PROTECT DR pw w F6\IT J 004,3600630 h0c6.0066,3.636.3.6 ,,t. NOM/1100.110155 5510.0113155 M. 5555,111/10.1100103.15553 z 5 Iln 69 MIIre 55.1.11553.= ay.R�.....r..a 1• II' nnninnIunyt° � IIIIITII�II=1111 g�� cro; -• • • sj. ?�. PERENNIAL BED PLANTING »• ' M.4 • ROC(MULCHREPLBCENENT To -� PRmoE®++x' AM Border Foods _ _ _ rroeEREuwm.E°°w T ••�•� NeliMR BE RH1AL81MIHlEOWMIO. 5425 Boone Avenue N. _ New 11°06,MN 55/Ie I ' `, • IRRIGATION NOTES: contact:Baro Sclw&do, • ' I •. R I v 10116E EN.GT03 MOVEN SYSTEM MO .3 CORRECTABLE REFFCENC Phone)83489-39]0 �` / CONTRACTOR eN1L PROVIDE063.1 STM.COMER OEe FOR PROPOSED SYSTEM TES6 CHANGES. CONNING WMv SFMSx R�PUNTING EVER POSSIBLEE 1/ "�\ I ATER OTlle EMIRS W.ATISRExEWIREDRIvnW IpYszr[71 , ' \em uWx L ._' ; PROVVE INE RUTOPER DALI.PROS.ESIGN 4401TE,ME CONTRACTOR A F416 PROCIRAMMABLE MO WAKE au,ERMTe DATE x.INCLUDE AC KLEMM Ec,sWpii w0wMi,n eD` ,�Ds[mrtLIPMENT":+mss DESS e•�0 lO�i�e MCN ° eME 5651. � �DM e: ,FE SYSTEM...PROVOS Opp COSMOS Aro 6E COMAE OF DEEWEMq Mw CNF OF PMCMTATICM PERMMEFN 0Y tl=°~ CwM6CTOR 61031 7101031,MN4O Aro LOCALLY 6vMIAE 03600801.PMTS,6 MOMENT.WMKAI MANY M U.TORO. w 16 W I r R,ABRFO.•poev Lou NWR.MAA.N OE1ERweMpECO.pOM'NT. �(- ,,L---_ xEw Evarw % • + 14,1 LEGEND ...rue.. ..P. F +i R Zi { Alit, r. ��� LANDSCAPE NOTES: rMASER,.STAMONS6 00 001 05 02 HARM STECK,FREE EROS SMEASE. P ABap¢SSAm.R DEME rBRN6ra wvnwcrsvroxw. (PP• spWiE0.EE 00 ELAN CHR SPECIES 6110PLANTINGSEES PRELIM WPM arc 64460 CMNSOF MO REMCNE VECL. SLOWNESS 02 NT 1,3611RMI.ICS OUR SG Gf ACCFPIAMGE PE/600 MEM BEE "T,1 L • i c °r •] 2 ,«ExIR 005VOT ISCREPASCI ETv.EEN rlEalMrmorPLANTS00000 ( PUNTING SIZES 565151355.5 BM n.wFDpeFE�suo --- yosounaxcwwnM PCH THE RM WALL µe h 6' I'. WAVES JI ePABwc AS ARD. '�/ NG 655555.51556 PUNT SYMBOLS•SEE 9655501.135 rl 2� _I' LI p , CS VEGETATION SR.BE Mwe°RFOSTTYE Mwc.c.ao1TECT °PuNFw SPECIES AND PLANTING SEES _ _ • 006031 E SCRAMS OF TMEawmncT uwSCAPEK TEHN.PARTOf ME y ICT4 SATE Ea.e.1YD cownum ewuLBE SUBSTMERAL TwMRwllm ron,wamnAL waWNGSFuswsFFROM ® DEDDp.MwE 6Gu.DEps.6,0355. w wo • • P • _.� LANDSCAPE PLAN EK,-po • ' • 1 00(5.151.455 LOC/4110N w MEDET.Tx WIN 535.155310,153 AND 05'55565.5.0MD REMOVE 55331110 RAW 11161 LO 50. ROOTS. v,°Mv aDDIORA[EF43RnESExamD HOURS,DansuD60006sCONTRACTOR.41 STA.N .RED,,,,,,ssr ,,,,,,DWwFOOT • rErIELD Fxr30.110xn TREES AMC 310355206RevlEWMOAwrovu 6Y. suavf vERxr,,vmER,,EFxEvEFw �.�.- M. 6r. . r .. w. LNOSCAEMCIVERPRw roXs,ALL0PON 50.11051 OWN B0135. VIOE SHOP - s. ALL RAW 51,831.4.3 SwueEWA.EZEDMONAwuMnwn.ixlruraE. AEvlrAae. ANaw SW,EUTFRw161iRO /5853/55 ATNO COST 50 Ill 0535/505 RESULDHO51301.13.531DSCAPE 554.55 ocn .1x GE ERENxM 6 55 MG _ e wR1RA`Tw6AD1�R6 BAWDS• a1 DEBRIS RDM 8>>�1 '0' .:n, L 1.0 7 SWEEP MO WHIM!ALL ;441'44- .. -� I; `ALE 'ALE, ,, `,,, LALIoxwPECONTRACTORS rcTry RES. 4.b61Cw. ® TACO BELL,OAK PARK HEIGHTS,MN -.. .... I i' I -L_ I K Cell Wen W M6. sii _t g i 1 �— g. ? o q lE; _ _ o E1 1411 Nn„= �o LL<= iie 1 e. Ii Nowt a Q •- -5' li� fag �_� '4'b v1 !� till i "e e n ” ms, to {{ y r� set ,111 a 4 Y �1 9�^ L. ii 0 _ 1311 8 4ii I I i a EPg y -1'--1"'"� ��aB= a=, 0 1 as r Ira 9 ®.z7 i f B g gg gg 1 — _ f o w g g 3 kg pJ 0 0 E o x It 0 0 e 1 0 l° l� RRt=- §.- - U I s IES i°0' / o��� �� ; � � goo () - os \N3/4 ? a r W44010100 pp. 'i' 4 ITTriql _ .�0 HO 'e�53'::Y'!'k Y;:Y'YY6"1if8Y'f lAiage,al,8.i.:i _ O O ® 1 . a R:RRFRM.77R :,a :;:, R7 g g '" E Ed \ ��\J4w içr 00 III! $ l ! f`l 1 N10011 11 i 0 D fra \\\�\ \` � o 111g nIE l at; qty 11@0 ° £ & a�tisig $ i� ie, ski 2 2 ., . a �. q 0 01_ W e o .m 0 0� ko No 0 7 0- o a 0 i 00 42.--G 1 ! 1 o Y _ � 4 W O 0 Ce® 8C® D iWWW o Le 0 0 10 __- _ o ' ' 1 o o i i E' Ed§ 0 a COI C a 0 mf Ise 1 1 0 �FiX i2 114§ ,6 E1 gx 14 1 s OhingithROdigig Re a a a ie lill s2 i i `.`e sEa g_ R E g EE _ gg 3 9 €l ;I o m', LW 11 W a a It a a� `Ty� J 11PU'- :1 4*e:. • mo j a.o j ®o I oo (Do (3o j om '.11. VA... 1:141._. _. � .__.__._---[- ------ � o c.1113FORCE Cc. I -i - c•�t:_o I op A ARCHITECTURE V1U.YilxDE,_._ _ ` INTERIORS ' �. I I I — I 41:00 IS lb IF_ 1 �� ) \ o© sr Ln IN. po — �l✓I .0 c. t f ter 1 \ nK.� +Lx. e, Q L} © w, 00 1 gr.]. c.121 Chu .NN, Oo <�•JIP rt.40 BE leiiI 7 O a ., _ o0 - V...41114 TACO__ op alo,AW — —`� BELL a mm Mar aZ/VININ MIN WWI VVIA11011 Ite•V VOW 11.111101/ VMS/ NOINo°uss 20 DT no.,r .Ewnm..inw.r nwrtniu ®Nn ass.. LVO.u.uwD 10an 105.E 14529 BOTH ST.NORTH °w, 51 N eAVVII1Mrrnaurn(MNn m y, uuucA..onR.n OAK PARK HEIGHTS.MN .e 55082 STORE N: TOTAL 1,16% R.. °sono ,N,v mcu E=l1M TE PER DETSAS MO TWAT AL TEARS 4 sire PLANICLIP REINEW 33 on en e Ot101N WEST TION(ENTRY) i.r RA 121 EXTERIOR FINISH SCHEDULE COLOR U ,'`MOO. MR.EADRA� 0.11314431 ER F W.. m. u; 77� . ili pNWwN E,a 9ENww EM AN1 ' a® ......ED RALSTONW.MWRaTRM A inowEgloOKZE RSUANaWAnNOSYSTEMS1111.1141M y ¢ F ® 941310W4ELA RA PICK KAZOO SYSM PAW SWAM W A emememme 7040 a 4MA. XN BTANUMNENDNa ORPOE 1TR'�'�bait5•.374,,• 11 I] ROOM MTN D rvMOSOMNDOM 57ARAIN W..PANT Ttw.ell b 72.0754.37.4137571110 pTONES PORTA./COW ALMON, • 3 ES PNPATw NRSNaRmPANT WOW - l'..•-- ......1 URSINE MONET • oaaN RMBrS - - Border Foods l Boone Ave N. 0SOMAS MASA PONT SW 7.11 PANS WOO= •Iw 5 Now Hop MN 55128 OOxT4Nln9'Pp1 • -o DN wN Baal 9AwE PANT MANE -- .e.. ....... Est _. O EER9..0W0T5uO 04131.1111311.1144.0 wPANT 1007011 ows aims - TN.w...TACO Sr N 7. TM word TACO Is t•N 59.12V mod Ow wool tELS @ EXTERIOR FINISH SCHEDULE © .5e a.36.135..word s5E.S N.e•.34.1:5- m, C , NneEEO BY R W 11 N roc°.w,n.a. 041.2.4.20411Ow • LEO LOW SCONCE SUPPLED SY 07.4774 WILLED RV CONTRACTOR 7 NOCK gmltg,1,49-Xls NOTES ° NIAO IE ST III*GLNOE E TO In•.rcw lxiara43 AS REWIRED. r®64� e p w Ems :BRe:ik(.kl EXTERIOR SIGNAGE I AWNING SCHEDULE lOGTION OP ROCS 19 R REQ ,..13 W.TYPES FOR WOIDOW ELEVATORS 10 MONO d , 8 EON OTT. ITEM DESCRIPTION Bee R STOREFRONT,o ROWS REINSTALLED OF NEW MTO-H SUCE11 GSFOR REMODEL c ( '.211 EAT Z 0-04.3034 MEDIUM SWINGING BELL-PURPLE LOW-FACE UT.3,0'a 3'J• X ' Ni cosmic SENSORSGIANWO - 77 SEATS • R 0-01.3640 LARGE SWINGING BELL FLAT CUT OUT WALL MOUNTED.3,13.a 4'd X 15 OM iiirOiROCATF0 rtNsr eWLER7REESEn Ir t 5-14.12 SMALL TB IT LETTER-FLAT CUT OUT-LINEAR X NAM M105LOSMOS; AT PE EXTERIOR ELEVATIONS e V-OTS ENTRANCE AWNING 4.0.WIDE X A SERUM AT AU 0.JMCWIEBETINOC445. ,Em4E Dari :. TN.pylonl•17 ne H V-14.11 •MEDIUM TB I/'LETTER-FUi LUT GUT-LINEAR % e.SEANRAT AINEOUTN0000WREUE6 AT,EARNU MAO 00ICTSEA SLLB -fi►• .. No old V-772 ENTRANCE AWNING B'8•WIDE X worm. 22 w — o...� w. A4.0 RV-101.DT MOOERN EXPLORER DT CONOPYWITH 14-TR CHANNEL LETTERS X C. T OA5MT PORTSBEINmN OOLONG a CROPMOYH*W BEWPENENrs ORDINATE WRII NOUN.Err 4, cao.° .° yMN VEROOR 24 MONDE NiEFNATIOW,SYMBOL OF SLOES,SOSO AT ilo•Ai i 3.7W_:_-' TAC;O L+CLL 8 EXTERIOR SIONAGE SCHEDULE © OINERAL NOTES O '°.ENaTmowWTRwwNDOxroBlw,. KEY NOTES 0 , 3 W �� w r 4 i ill INI 11 rilsei F.1,4 t4 3.1 iI ' I m 1 III $I s € n1 ''a I twit: _ ill e e BCo © o u o A fidw 0 0 0000 of o ip - a s 11 ! ig a ` 5i c pi .8.m axx Inn 5 1 j El El 13 CI CI El El El El ll w 0©i �<��� 00 0 0 0 0 - 01 0 0 . ® €0 116k 11 I Il ► i, . - - - H I, i l Pi i is 1 s F I e eoo o i '�'--- I 0 T-- = II I p `�� gI � 8 � - 0 0 000 L El 13 El CI if o ,, w 1— P 4. 11 1 Q --- -- a 0 i' ; va VI! � � � ���� �- w -g ~ r � � _11 0 0 0 o S lig x M r a o e .., r-1 \ I\ lir, xx x d l iniii in 0 a rn® _) ; � ' 0 s L I Ci 0 �F R 1s 0 y e: g is i 46-- -- �--40 1 !: °_ �� 1 a :x 0 d� Vi "" xx I a p li (C.\)°' Q x3a.e f 11 g a .; . I _i_ `0 \a/ a is 00 0 - 0 0 0 0 0 fl 1 BUD o c u 0 El CI go F fr i� + I 1 1 1 00 0 000 Li e © © z ra s 1 i Ili .111, 11 hi a I yi tt5€5f p —.. f gIt 771E r3 I 1 77 ® .i 9 x 1 111' 1 �i 7 II:11 ii 1 y 7 731 �11 ��1 � (� d,�7r�31f1i!1�r:arr I;i NQmj E o% y V 78 [E F ! [ ( V ill c i i mI!o 1 a a'q ai £ !lel tiTlii °mTiu£ • ...... • ....•• A ......, 1! _ W 1 ¢ li . W�pO r V S zl h re 4 III epi. ri; 9 M 11 ,i1:: i4? 3 ' JAI II1 , , , , .,,, ,,,,,. 1 , , e 1 m 4,1Od U o z - or �Q o ._i ( W z m o� W l giii R Q W F W a ~ F4 >4 24 • O; W: p•4 1 LL•i N e7 IMP J 1111fr II 9 \___ - GENERAL NOTES INSTALLER TO PROVIDE COMPLETION PHOTOS OF FOUNDATION,GROUT INSTALLATION, BASE PLATES.ANCHOR BOLTS,MATCH PLATE,WELDING CONNECTIONS AND OVERALL ELEVATION CONCRETE SPECIFICATION 9•2 3/4• -- 0.38 CU YDS.TOTAL CONCRETE SHALL HAVE A MN.COMPRESSIVE STRENGTH OF 3,000 PSI 14 5H8• 8•7 12' ®28 DAYS. REINFORCING STEEL SHALL HAVE A MN.YIELD STRENGTH OF 80,000 PSI. RECOMMENDED MN.CURE TIME OF 7 DAYS BEFORE POLE 8 SIGN INSTALLATION 1 SCREW LOCATIONS LIMING ONOTEFTING ANYYLILIFTING HOLES CREATED ARE THE RESPONSIBILITY OF THE INSTALLER LIFTING HOLES I ARE TO BE SEALED BY A CAP PLATE,WELDED OVER TO COVER AND THEN PAINTED. 9.-ILP maartelisclbar Cfedbfet lO WELDING NOTE ANY REQUIRED WELD NG IS TO BE COMPLETED BY AN AWS CERTIFIED WELDER OUAUFIED IN THE APPLICABLE POSITIONS NEEDED. I 4'PVC TUBE TO BE SUD OVER ASSEMBLY ARM DESIGN NOTE SWING ARM LETTERING TO FACE DRIVE•THRU'S SIGN.POLE,AND CONCRETE FOUNDATION ARE DESIGNED TO WITHSTAND A WIND LOAD OF ONCOMING TRAFFIC 29 PSF. I CONCRETE BASE DESIGNED USING A LATERAL SOL BEARING CAPACITY OF 150 PSF/FT.OF DEPTH.IF THESE SOL CONDITIONS DO NOT EXIST AT THE FOUNDATION LOCATION,IT IS THE TORQUE NUTS TO3 k ERECTOR'S RESPONSIBILITY TO NOTIFY EVERBRITE,LLC PRIOR TO PERFORM NG 66 FT.LBS. a 8(j ADDITIONAL EXCAVATION OR ANY CONCRETE PLACEMENT. O DOUBLE NUT �� `\ NZ a2 INSTALLATION INSTRUCTIONS FLAT WASHER /`` \ ) g G 1. STAKE FOUNDATION AREA AND CONFIRM FINAL GRADE REQUIREMENTS WITH G C LEVEUNG NUT \1iu' I §g a EXCAVATE FOUNDATION AREA lin 4. SET ANCHOR BOLTS AND REBAR AFTER POLE IS LEVELED AND BOLTED 1 y 5. POUR CONCRETE.ALLOW CONCRETE CURE TIME AS REQUIRED(A MINIMUM OF 7 DAYS INTO PLACE,FILL ENTIRE AREA UNDER 1 / w IS SUGGESTED BEFORE CONTNUING YWTH INSTALLATION) PLATE WITH STRUCTURAL NON-SHRINK. \ `A� HSS 4 X4 X 1/4 gt 5. SET COLUMN PLUMB AND ANCHOR AS SHOWN IN AB DETAIL NON-METALLIC CEMENTTIOUS GROUT. / } b i 6. MOUNT SWING ARM ON POLE(INSTALLER TO PROVIDE WIRE BETWEEN SIGN AND BASE FOLLOW ALL OF THE MANUFACTURERS -.1_ (/ I OF POLE INSTRUCTIONS FOR ALL GROUT ISM NG, \ tl /-SIGN VENDOR PLATETO PROVIDE PRE-FINISHED m 8' 7. TEST SIGN FOR PROPER FUNCTION PLACEMENT.AND CURING \ METAL COVER OVER EXPOSED 8 REMOVE ANY UFTNG BRACKETS AND RBNSTALL BOLTS. \ BASE PLATE,NUTS AND BOLTS.COLOR TO MATCH POLE. S CLEAN UP AREA AND REMOVE ANY PACIONG MATERIAL ANCHOR BOLT DETAIL SCALE NONE • I GRADE SANG ARM INSTALLATION INSTRUCTIONS \\ 1. MOUNT ARM ASSEMBLY TO CHASSIS I CURB 2. LOCATE CORRECT SIDE OF CHASSIS THAT IS FACING ONCOMING TRAFFIC INTO THE IF (FOR REFERENCE) DRIVE THRU -- 1'/'�_ I SLIDE PVC TUBE INTO POSITION.OVER ASSEMBLY ARM.WITH THE LETTERING FACING MI ONCONG TRAFFIC RNSHED GRADE ` 1.-Y:,-° '°•.1I—III— 4. DR LL A HOLE ON THE TOP OF THE PVC TUBE 8•FROM THE END,ON THE END THAT HAS —111—II _ . DRIVE WAY THE S. INSERT 10/4•ST SC EW(PROVI ED)NTOCKET,COUNTERSINK PPREOR-DRILLED HOLE AND TIGHTEN UNTIL SNUG. �IIIII VIII• 7 •Ili III-IV III III III III III III III III, III S INSERT PVC CAP ON OPPOSITE END. 7. DRILL 1/B•HOLE THRU THE TOP OF THE CAP AND TUBE 8. INSERT PROVIDED 88•3/4•SHEET METAL SCREW AND TIGHTEN INTUL SNUG SO CAP • WILL NOT COME OFF. r , 312' (4)ANCHOR BOLT 4, 4 (4)V DA X 3W LG ANCHOR BOLTS • WI THREAD TOP 83'THREAD®BOTTOM 11- (4)NUTS 8(3)WASHERS PER BOLT U. 194 BASE PL 1114•X 10'X 10' L�_�. (4)88 VERTICAL REBAR ED. SPACED ON 12•CIA CIRCLE WI(3)83 TES IN TOP S THEN 12.OC THERE AFTER ANCHOR BOLT PATTERN SCALE 1:30 • --..- -3•CLEAR ry (TYP-) GEy ' 1'•G'DA FRONT ELEVATION SCALE 1:30 1 rn DWG TILE SITE THESE DRAWINGS ARE THE TACO BELL 10'•0"PORTAL wlo SHROUD @ 10'OAH STANDARD DRAWING EEXCLUSIVE VERBPoTE,LLC.PROPERTY USE F, OF ,g4B BD.,,D°rite DRAWN BV DATE SCALE DWG NG REV. DUPLICATION IN ANY MANNER ,00• •OI, P.O.BOX 20020 B REMOVED ALL ELECTRICAL AND RELATED NOTES 8-27-15 SAJ RHB SAS 1-6-15 AS SHOWNWITHOUT EXPRESS WRITTEN ,%.0...... GREENFIELD,W1 53220 w A RELEASED FOR INSTALL 1-6-15 SAJ RHB cHKV BY DATE "FREE IN02072P B PERMISSION OF EVERBPoTE, °°000O..%® 414-529-3500 D-' REV. DESCRIPTION DATE DRN CHK RHB 1-6-15 325201 INC.IS PROHIBITED. S RECEIVED APR 0 9 2019 £ 412 Everbrite Allimmumnpv A`nir rte•-== s---_< __ - -1 owsaao“ ca.iiar tlar 1 MOS !owatro i wary NO5 7;146:7744tiiii Dual 55"Screen Unit/Order Point Canopy Taco Bell Outdoor Digital Menuboard/Order Point Canopy Permitting Unit Information RECEIVED APR 0 9 2019 Everbrite [914,-.1 1SMOKED POLY 91.178 ROOF PANEL 2.639- -J [84TT" - [37.065] 84..716 82° 60.000 8.000 Area of Display Area of Display 26.6" 26.6" - [I171 117.002 [63 ] 47.7" _ 42.7" 63.874 3 36.000 CURB TO DISPLAY 48.000 CENTER OF DISPLA' • TO GRADE 1 19.563 16-x" 16.063 11= 6.000 ! i—i1-11 iii—iii—iii— I—III—I 11=1 I I—III—III6111 (- '1W°- 11 -= 1iii-iii-1 1iii-iii--ii=iii 11=11 =111=111=111=111=1 I 1=1 I 1=111=111- 12.000 - Taco Bell Outdoor Digital Menuboard/Order Point Canopy Dual 55"Screen Unit/Order Point Canopy Everbrite - 12.000 — s .00 �I a...I I b'-6'96CLto CL ce.2ai nc 1.750 - -- 8.500 ...... — 1.750 0.875 FOR 3/4" 4 _ zoo ANCHOR '---o— i BOLTS „ 1.750 0uoa C iotcu°re Fa a a°OO / / J(Y3j}) -'� 193821 / Curb . 1'-3"1 0' '�/8" 8.500 8.125 12.000 r ., / Vehicle Detector Loop needs to be centered F front of the Conop90'- :/32" . N • 1 1.750 z�—• I 1 1 na6a 1 8 X6.125 .250x 6x8 STEEL TUBE TOP WEW BASE PLATE Taco Bell Outdoor Digital Menuboard Base Plate Everbrite • Dual Screen Unit Max potential draw 9.8A @110V ift � � �� III c �L us I I I II—III—_III I I I I—I I—III—III— UI 48 Electric sign Taco Bell Outdoor Digital Menuboard/Order Point Canopy Power Draw ALL WIRING AND ELECTRICAL CONNECTIONS ON SIGNS MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 AND 690 OF THE NATIONAL ELECTRICAL U/L CODES AND/OR OTHER APPLICABLE LOCAL CODES THIS INCLUDES PROPER GROUNDING AND BONDING OF SIGN ALL DISPLAYS ARE BUILT IN ACCORDANCE TO U/L SPECIFICATIONS AND SHALL BEAR THEIR LABEL Everbrite 731.4[28,8] 85[3,3] _,111 mum,,..,;U ll A, Samsung OH55F Diagonal Size 55" Brightness 2500 NIT Weight 52.6 Kg[118.2 lbs] Mechanical Specification Glass 5T Tempered Glass Bezel Width 24.9mm[0.98"] Operation -40°C-50 °C(-40 F- 122 F] I Temperature 8 J 1. Certification UL:CUL60950-1 (GO) Taco Bell Outdoor Digital Menuboard/Order Point Canopy Display Specifications Everbrite •05 105° 90- 75. The attached is the max potential light output of the screen(see accompanying IES file) The units have inbuilt ambient light sensors 60° These light sensors dim the brightness of the screen based on the light surrounding it The screens can dim from full brightness 2500nit(Figl.)all the way down to 500nit to cc, prevent excessive output(glare)in low light and night time environments 46' 45 ;ecs 30' 15' - 15 cdlklm CO.C180 C90•C27: Fig 1.0 Taco Bell Outdoor Digital Menuboard/Order Point Canopy Display Specifications Lumen Output U44'13 WPLED26N RAB Outdoor Project: Type: Prepared By: Date: Driver Info LED Info Type Constant Current Watts 26W 120V 0.26A Color Temp 4000K(Neutral) 208V 0.16A Color Accuracy 71 CRI 240V 0.14A L70 Lifespan 100,000 277V 0.12A Lumens 3,527 Input Watts 29.1W Efficacy 121.2 LPW Color:Bronze Weight:7.1 lbs Technical Specifications Listings Finish: Buy American Act Compliance: UL Listing: Formulated for high durability and long-lasting color RAB values USA manufacturing!Upon request,RAB Suitable for wet locations.Suitable for mounting within Ambient Temperature: may be able to manufacture this product to be 1.2m(4ft)of the ground. compliant with the Buy American Act(BAA).Please Suitable For use in 40°C(104°F) contact customer service to request a quote for the DLC Listed: product to be made BAA compliant. Cold Weather Starting: This product is listed by Design Lights Consortium Optical (DLC)as an ultra-efficient premium product that Minimum starting temperature is-40°C(-40°F) qualifies for the highest tier of rebates from DLC Green Technology: BUG Rating: Member Utilities. B1 UO GO DLC Product Code:P0000175P Mercury and UV free.RoHS-compliant components. LED Characteristics Other Electrical Lifespan: Patents: Driver: 100,000-hour LED lifespan based on IES LM-80 The WPLED design is protected by U.S.Pat. Multi-chip 26W high output long life LED Driver D634878,Canada Pat 134878,China Pat. Constant Current,720mA,Class 2,6kV Surge results and TM-21 calculations Protection,100V-277V,50-60 Hz,100-240V.4 Amps. CN301649064S. Color Consistency: THD: Equivalency: 3-step MacAdam Ellipse binning to achieve consistent 6.94%at 120V,11.17%at 277V fixture-to-fixture color Equivalent to 175W Metal Halide Warrant Power Factor: Color Stability: y' LED color temperature is warrantied to shift no more RAB warrants that our LED products will be free from 99.6%at 120V,92.3%at 277V than 200K in CCT over a 5-year period defects in materials and workmanship for a period of five(5)years from the date of delivery to the end user, Color Uniformity: including coverage of light output,color stability,driver RAB's range of CCT(Correlated Color Temperature) performance and fixture finish.RAB's warranty is follows the guidelines of the American National subject to all terms and conditions found at Standard for Specifications for the Chromaticity ofwww-rablighting.com/legal#warranty Solid State Lighting(SSL)Products,ANSI C78.377- 2017. Construction IP Rating: RECEIVED APR 0 9 2019 Ingress Protection rating of IP66 for dust and water Need help?Tech help line:(888)722-1000 Email:custsery@rablighting.com Website:www.rablighting.com Page 1 of 2 Copyright©2019 RAB Lighting Inc.All Rights Reserved Note:Specifications are subject to change at any time without notice WPLED26N RAB (Outdoor Dimensions Features Maintains 70%of initial lumens at 100,000-hours Surface Mount Configuration Weatherproof high temperature silicone gaskets Pr) i \N6- heat sinking with die cast aluminum housing and external fins —I,4— i' - 100 up to 277 Volts Flo 761 --f t— . 1 I _ -F 1 I 5-year warranty 1152711 �i� f 1_ . .L___ I 4. I I 118 q, I —I,M�—I _ Juntion Box Mount Configuration 11 2791 Lii. z t muni r PA llm�l tied _ '(—,44., L____ 1�§% R5`apl- r269.04 I 12411i.. Need help?Tech help line:(888)722-1000 Email:custsery©rablighting.com Website:www.rablighting.com Page 2 of 2 Copyright©2019 RAB Lighting Inc.All Rights Reserved Note:Specifications are subject to change at any time without notice TOLEDO ` I AS l 4110',.' i• e'. ---- Iili 11,-—.. _____;,. B2772 EXTERIOR WALL SCONCE <L> Wrought Iron and Aluminum Shown with optional Early Electric Lamps Old Silver Finish LB-60-6(6-pack 60W Med Base Early Electric Lamps) 14"W 17.25"H 16.75"P 3"TCD LB-6W-6(6-pack 6W Med Base Early Electric LED Lamps) Backplate:6"W 1.25"D 1-100W Med Base T-24 Compliant Dark Sky Qualified P=Projection TCD=Top to Center Dimension TM RECEIVED APR 0 9 2019 TROY LIGHTING Esr.I963 14508 Nelson Avenue,City of Industry,CA,USA(91744) Phone:626-336-4511 Fax:626-330-4266 www.troy-lighting.com _, rciMARRON Cat.# Approvals IVIH IV Job Type SPAULDING LED X LIGHTING . AN- SPECIFICATIONS PRODUCT IMAGE(S) Construction: •Drivers have greater than 90%power •Stylish vertically finned die-cast solid top factor and less than 10%THD ,. housing for maximum heat dissipation; -.0;,1. - lo....,r- Stops collection of unsightly debris from •Optional continuous dimming to 10%or ,k ~`" ; . i.--, gathering on top of the housing dual circuitry available . — , •Rugged lower die-cast aluminum heat •LED drivers have output power over- ' sink accelerates thermal management voltage,over-current protection and short and optimizes PCB and optical perfor- circuit protection with auto recovery mance 90 LED 3/4 VIEW 30 LED •1050 mA driver available with 90L con- •Separate optical and electrical compart- figuration for increased lumen output ment for optimum component operation •LED electrical assembly,including PR gr . •One piece die cut silicone gasket ensures devices,consumes no power in ,. 1 - r weather proof seal around each the'off'state G tr individual LED for IP65 rating - t ". •Surge protection of 10KA 8/20 pSec wave; 1 •Backlight Control(BC)option available for clamping voltage of 320V&surge rating of 85%spill light reduction,doesn't change 273J 60 LED 90 LED fixture appearance or EPA,recommended _- for Type III and Type IV distributions Lumen maintenance: DIMENSIONS •L90 at 60,000 hours(Projected per IESNA •Stamped bezel provides mechanical TM-21-11) compression to seal the optical assembly Installation: Upswept Arm •Complements the Hubbell Southwest •Two die-cast aluminum arm designs are r G-1 series of outdoor fixtures available providing maximum design 'IIIIIIIIIIII�IIIIIIIIIIIII�IIIIII, •Weight 45.0 pounds,EPA 1.3 ft' flexibility L1011111110111100114. F •The decorative arm offers a sleek upswept 1 B L •Features exclusive wiHUBB technology look while the straight arm follows the -Wireless system for On/Off and housing's contoured lines for continuity of 0-10VDC full range dimming control style Straight ArmE -Programmable autonomous operation •Fixture ships with arm installed for ease of F D Optics: installation and mounts to#2 drill pattern A fiu= _1 •Choice of 32 high brightness LED configu- I ••• -,ter,yr-�--- rations with individual acrylic lenses •Wall bracket,mast arm fitter and pole B specially designed for IES Type II,III,IV and accessories are also available V distributions allowing easy mounting for virtually any application �� •CCT:5000K standard,3000K,4000K and turtle friendly Amber LED options Finish: •TGIC thermoset polyester powder paint •CRI:70 finish applied at nominal 2.5 mil thickness Electrical: Warranty: •Universal input voltage 120-277 VAC, Five year limited warranty(for more infor- 50/60 Hz mation visit:http://www.hubbelloutdoor. I-i com/resources/warranty •Integral step-down transformer for 347V &480V Listings: •Listed to UL1598 and CSA C22.2#250.0- `II' •Ambient operating temperature-30°C to 40°C 24 for wet locations M •Automatic thermal self-protection •DesignLights Consortium qualified 1 c 1 •IDA approved • IP65 CERTIFICATIONS/LISTINGS 1!J A B c D E F G iS ' DESIGNLIGHTS g1 C US CONSORTIUM facts UBB 171mm 552mm 406mm 168mm 60m 143mm 155mm m RECEIVED APR 0 9 2019 ORDERING INFORMATION SEE NEXT PAGE SPAULDING Spaulding Lighting•701 Millennium Boulevard•Greenville,SC 29607•Phone:864-678-1000 Due to our continued efforts to improve our products,product specifications are subject to change without notice. LIGHTING ©2013 SPAULDING LIGHTING,All Rights Reserved•For more information visit our website:www.spauldinglighting.com • Printed in USA CLI LED-SPEC 5/13 ORDERING INFORMATION ORDERING EXAMPLE: CL1-A-90LU-5K-3-DB-RPA3 CL1 - A - 90L U - 4K - 4 - 105 - DB - I SERIES NO.OF LEDS VOLTAGE CCT DRIVE CURRENT OPTIONS CL1 Cimarron LED 90L 90 High brightness LEDs U' Universal 120V-277V, 3K 3000K Leave blank for BC6 Backlight control 601 60 High brightness LEDs 50/60 Hz 4K 4000K 700mA(standard) BL,,zs Bi-level control 1' 120V 035 350mA Amber 30L 30 High brightness LEDs 5K 5000K CD2 Continuous dimming 2' 208V (590 pm avail- AM Amber(590 pm able for"Turtle WB Wall bracket MOUNTING 3' 240V available for Friendly"/observa- A Arm mount construction(6"straight , "Turtle Friendly" tory applications RPA3 3"Round pole adapter rigid arm included&acceptable for 90° 4 277V applications (consult factory) RPA4 4"Round pole adapter configurations) 5 480V,60 Hz (consult factory) 105 1050 mA(use with RPA5 5"Round pole adapter AD Decorative arm mount const(6"decora- F 347V,60 Hz 90L only for higher RPA6 6"Round pole adapter five upswept arm incl.&acceptable for E4 220V,50 Hz DISTRIBUTION lumen output) 90°configurations) F(X)3'4 Fusing(replace X with 2 Type II MAF Mast arm fitter for mounting to standard voltage:1-120V,2-208V, 2 3/8"mast arm bracket,includes 6" 3 Type III COLOR 3-240V,4-277V,5-480V, straight rigid arm 4 Type IV DB Dark Bronze 6-347V) 5M Type V BL Black SSB Stainless steel LED bezel Medium VG Vandal guard WH White 5S Type V Short GR Gray CONTROL OPTIONS 5W Type V Wide PS Platinum Silver SCO Motion control,no light output, On/Off control RD Red SC30 Motion control,dimmed to (premium color) 30%light output FG Forest Green SC50 Motion control,dimmed to (premium color) 50%light output CC Custom Color SC70 Motion control,dimmed to 70%light output PR(X)6 NEMA Photo cell receptacle (replace X with voltage: U=120-277,5=480,6=347) WIH' In-fixture wireless control module(120,277,347&480V) Notes: 1-For BL option 90L and 60L;WA 347V&480V • 2-BL&CD cannot be combined • 3-Fuse option not available with universal voltage 4-Select F3 fusing option for 220V•5-Photocell receptacle not available with BL option•6-Recommended for Type III and IV distributions only•7-Select only when using voltage specific option(F or WII4) ENERGY SAVING DATA ENERGY DATA LIGHT INPUT WATTS LUMENS DELIVERED Power Factor >.9 ENGINE 120V-277V 347V-480V TYPE 2 I TYPE 3 I TYPE 4 I TYPE 5M I TYPE 5S I TYPE 5W Total Harmonic Distortion <10% 30L-5K 70 87 6384 6164 6641 7108 699• 6619 60L-5K 140 157 13300 12842 13125 13185 13675 12954 90L-5K 210 227 19684 19006 19202 20592 19610 18973 90L-5K-105 336 363 26974 25351 26548 25793 27445 25195 30L-4K 70 87 6089 6109 6104 6417 6439 6046 60L-4K 140 157 11583 11468 12036 12038 12581 11807 90L-4K 210 227 17143 16973 17648 18521 20220 17394 90L-4K-105 336 363 23896 23912 24199 24583 25357 23128 30L-3K 70 87 4606 4668 4686 4858 4902 4601 60L-3K 140 157 9013 9175 9216 9409 9461 8844 90L-3K 210 227 13360 13601 13575 13923 14004 13902 90L-3K-105 336 363 17645 17612 17469 17950 18271 17330 ACCESSORIES SEE NEXT PAGE SPAULDING Spaulding Lighting•701 Millennium Boulevard•Greenville,SC 29607•Phone:864-678-1000 Due to our continued efforts to improve our products,product specifications are subject to change without notice. LIGHTING ©2013 SPAULDING LIGHTING,All Rights Reserved•For more information visit our website:wwwspauldinglighting.com • Printed in USA CLI LED-SPEC 5/13 ACCESSORIES 11 Catalog Number Description �� ;:;: —ai_..r r 2.50 0 CR-RPA3-XX' Round pole adapter for straight arm(3'/a-33/a") 5.59 M CR-RPA4-XX' Round pole adapter for straight arm(3'/e 4Y2") t s.40) CR-RPA5-XX' Round pole adapter for straight arm(5") I 11.1a I 1 'I_ CR-RPA6-XX' Round pole adapter for straight arm(6") 51 CRD-RPA2-XX' Round pole adapter for upswept arm(2%-3/") 3.891.95-1562 CRD-RPA3-XX' Round pole adapter for upswept arm(31/4-33/4") MAF—HORIZONTAL MAST ARM FITTER CRD-RPA4-XX' Round pole adapter for upswept arm(3'/e-41/2") CRD-RPA5-XX' Round pole adapter for upswept arm(5") POLE COVER POLE COVER 461. CRD-RPA6-XX' Round pole adapter for upswept arm(6") MIRE CAST ARM WB-CR-XX' Wall bracket Phi i I I j NUT PLATE TPLB-XX' Twin parallel luminaire bracket 1. V MAF-CL-XX3 Horizontal mast arm fitter for 2 3/8"OD arm.Mounts to standard II ROUND POLE 6"arm(ordered with fixture) CAST ADAPTER 1 Replace XX with color choice,eg.:DB for Dark Bronze I NUT PLATE 2 When ordering poles,specify Pole Drill Pattern#2 3 Fixture must include standard 6"arm SQUARE POLE MOUNTING ACCESSORIES �p Catalog Number Description SCREW-i." UPSWEPT ARM MOUNT COVER SQUARE&ROUND POLES ARM-CL-K-TA-XX' Adjustable mounting arm for single fixture(2-3/8 tenon)—5 lbs.2.3 kgs. ARM-CL-TK-TA-XX' Adjustable mounting arm for two fixtures at 180°(2-3/8 tenon)—7 lbs.3.2 kgs. POLE It• ARM-CL-K-S-XX' 10"adjustable arm—.5 lbs..05 kgs.—5.75 lbs.2.6 kgs. 2.25 1 Replace XX with color choice,eg.:DB for Dark Bronze ARM-CL-K-TA-XX ARM-CL-K-S-XX OA 6 2 Fixture must include standard 6"straight arm ARM-CL-TK-TA-XX .875 0 I 3.5 W TENON TOP POLE BRACKET ACCESSORIES 0.563 (23/8"OD tenon)(RSS version requires 4"round pole adapter) 0 875 HOLE 2 HOLES Catalog Number Description SETA-XX' Square pole tenon adapter(4 at 90 degrees) #2 DRILL PATTERN FOR POLES RETA-XX' Round pole tenon adapter(4 at 90 degrees) TETA-XX' Hexagonal pole tenon adapter(3 at 120 degrees) 1 Replace XX with color choice,eg.:DB for Dark Bronze PHOTOCONTROL EQUIPMENT Catalog Number Description PTL-1 Photocontrol-twist-lock cell(1201) PTL-8 Photocontrol-twist-lock cell(120-2771 PTL-5 Photocontrol-twist-lock cell(4801) PTL-6 __ Photocontrol-twist-lock cell(3471 _ PSC Shorting cap-twist-lock LIGHTING FACTS • • lighting facts lighting facts lighting facts lighting facts Light Output(Lumens) 6270 Light Output(Lumens) 6892 Light Output(Lumens) 15056 Light Output(Lumens) 22898 Watts 68.4 Watts 69.7 won. 208.8 watts 339.5 Lumens per Watt(Efficacy) 91 Lumens per Watt(Efficacy) 98 Lumens per Watt(Efficacy) 72 Lumens per Watt(Efficacy) 67 Color Accuracy Color Accuracy 76 oloColor Accuracy Cr Accuyrac75 74 68 tX,.a ,1o1x«.a, ktg.11..,.,t,.,,r„..un 4021(Bright White) ^;.,ettw., „,,,u.n 5008(Daylight) Ugh,Color cam, 5433(Daylight) aus^,tet t;,,,,,,°,.,.,•r,ocn 4102(Bright White) nam...,. Deno" .+,n. =OM=® W.. 11.=.1.11111111=11Mi W.. 1111=1111Dew, ..m+ anc.,c ._m+ (Arne 17.00:( wcd asC.K rML" I,aM 30XX 44, ,500, 2./M•I 3(k:, iO3K Warranty,. Yes Warranty•. Yes <.�:......,,, ,....,:..:.: warramy Yes mart...agrspy.eti.aa..a,.LOW aavw.n•a.rr , Src agh,fnytact+co p ucla tar Ma:M See err palinglacra e p upa br aNn:h att tea."...n.f.n+� ••See aghthy,acta c m:peac.ler aet.,la SPAULDING Spaulding Lighting•701 Millennium Boulevard•Greenville,SC 29607•Phone:864-678-1000 Due to our continued efforts to improve our products,product specifications are subject to change without notice. LIGHTING ©2013 SPAULDING LIGHTING,All Rights Reserved•For more information visit our website:www.spauldinglighting.com • Printed in USA CLI LED-SPEC 5/13 City of Oak Park Heights 14168 Oak Park Blvd N..Oak Park Heights,MN 55082•Phone(651)439-4439•Fax 439-0574 Memorandum To: Eric Johnson,City Administrator Cc: Scott Richards,City Planner,Julie Hultman,Building Official From:Lisa Danielson,Arborist Data 04/29/2019 Re: Taco Bell Renovation Project-Arborist Review I have reviewed the landscape plans submitted by Border Foods for the Taco Bell Renovation Project.The following includes my comments and/or recommendations: Tree Inventory The plans submitted did not include a tree inventory table of all existing significant trees on site(please reference City Ordinance 1307 and pages 11-15 in the Development Application packet). The tree inventory should not be included in the Plant Schedule. The inventory should include tree ID, species, size (in DBH), notes, and if the tree will be removed or preserved.This must correlate to the plan submitted and is also needed to complete the tree replacement calculation if required.Please verify the sizes of all trees included since the sizes appear very large,I have included an example for the tree inventory below. TREE ID# SPECIES SIZE(DBH in REMOVE/PRESERVE NOTES Inches) SPRUCE 72 REMOVE SPRUCE 72 REMOVE SPRUCE 72 REMOVE BOXELDER 96 REMOVE MAPLE 48 _ PRESERVE _ MAPLE 62 PRESERVE MAPLE 60 PRESERVE BOXELDER 96 PRESERVE OAK 92 PRESERVE BIRCH 24 PRESERVE BIRCH 42 PRESERVE TREE CITY U.S.A. Tree Protection A tree protection plan must be submitted with the final plans to protect the trees which are in close proximity to the construction zone. The fencing should be placed at the drip-line of trees to be preserved, and should be described in the tree protection specifications (including a diagram) (please reference City Ordinance 1307). Landscape Details and Notes The landscape legend shows a satisfactory choice of plants some native or improved cultivars of natives. Most of the trees and plants chosen are hardy under local growing conditions, relatively insect and disease free and fairly low maintenance. The following items must be addressed in the final plans: 1. The landscape contractor for the project is required to plant trees according to the approved planting detail submitted with the approved landscape plan. This will be checked after planting and any deviations from the detail will need to be corrected before the landscaping will be approved by the City. This needs to be included in the final submitted landscaping plans in the Landscape Notes section. 2. Please include the type of mulch and edging that will be used in the Landscape Notes section. Please contact me if you have any questions regarding this landscape plan review. Please feel free to forward my comments to the development team for this project. 2 TREE CITY U.S.A. TPC3601 Thurston Avenue N, Suite 100 ,. 4 4 Anoka, MN 55303 Phone: 763.231.5840 Facsimile: 763.427.0520 TPC�UPlanningCo.com PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: May 2, 2019 RE: Oak Park Heights - Central Automotive — Conditional Use Permit, Final Plat, Site Plan and Design Guidelines Review — Osgood Avenue/59th Street North TPC FILE: 236.02 — 19.04 BACKGROUND Dave Triemert has made application for construction of a new location for Central Automotive at Osgood Avenue/59th Street North. The property is south of the Holiday Station at Osgood Avenue and Highway 36. The application consists of requests for a Conditional Use Permit to allow an auto repair facility in the B-2 General Business District, Conditional Use Permit for signage, a Final Plat, and Site Plan/Design Guidelines review. The property is currently undeveloped and is accessed from 59th Street North. The site is 2.6 acres in size and is covered with significant tree cover. The proposed building is 6,600 square feet in size. Central Automotive would vacate their current location at 14661 60th Street North. EXHIBITS The review is based upon the following submittals: Exhibit 1 : Project Narrative - HTG Exhibit 2: Existing Conditions Survey (C0.0) Exhibit 3: Site Demolition Plan (C1.0) Exhibit 4: Site Geometry and Paving Plan (C2.0) Exhibit 5: Site Utility Plan (C3.0) Exhibit 6: Grading, Drainage and Erosion Control Plan (C4.0) Exhibit 7: Civil Detail I (C5.0) Exhibit 8: Civil Details II (C6.0) Exhibit 9: Civil Details III (C7.0) Exhibit 10: Tree Preservation Plan(L1.0) Exhibit 11: Planting Plan(L2.0) Exhibit 12: Planting Details(L2.1) Exhibit 13: Floor Plan(Al) Exhibit 14: Site Plan(A-2) Exhibit 15: Site Plan Details(A-3) Exhibit 16: Exterior View 1 (EX1) Exhibit 17: Exterior View 2(EX2) Exhibit 18: Colored Elevations(EX3) Exhibit 19: Butler Building Examples(EX4) Exhibit 20: Final Plat—Oak Park Heights Auto Plaza 2nd Addition Exhibit 21: Light Fixture Specifications(8 pages) Exhibit 22: Memo from City Arborist Exhibit 23: Memo from City Engineer PROJECT DESCRIPTION The Project Architect has provided a project narrative that is found as Exhibit 1 of this report. Central Automotive has offered high quality auto repair services to the Oak Park Heights community since 2007. Dave Triemert, the company's owner, is proposing to move the business from its current location along 60th St. N. to a new location at the SE corner of the Osgood Ave. and 59th St. N. intersection. The 6,600 sf. building will be located toward the western part of the property. The property will be accessed via a vehicular entry located approximately 190 ft. east of the intersection. Two parking lots, one to the north of the building and one on the west, will accommodate parking for 27 vehicles. 15 spaces are required. The building will have a sloping metal roof that will shed water to the south side of the building. Storm water on the property will be moved to an infiltration basin on the east side of the building. Storm water overflow will be discharged via a sewer extending to the north. A small showroom and office space will be located along the western side of the building. The auto repair shop will extend to the east. The building will be clad with a combination of Butler textured metal panels and decorative CMU blocks. The west elevation and the westerly part of the north elevation will have large windows to allow views into and out of the facility. The upper halves of the garage bay doors will be glass as well. Trash and recycling bins will be screened by a decorative block enclosure. No storage outside of the building. 2 Signage will be located on the west and north elevation of the building. Each side will have just under 100 sf of signage. ISSUES ANALYSIS Comprehensive Plan. The property is designated as Commercial on the Proposed Land Use Map. Central Automotive will be consistent with this land use designation. Zoning. The property is zoned B-2 General Business District. A conditional use permit is required to allow motor fuel stations, auto repair and battery stores and service. Section 401.30.E.3 of the Zoning Ordinance lists criteria for review of auto repair and tire and battery stores. The issues raised in those criteria will be addressed in this report. The one item that should be reviewed carefully by the Planning Commission is the second criterion that specifies compliance with the Design Guidelines. Subdivision. The property has been platted as Outlot A of Oak Park Heights Auto Plaza. The property will be re-platted as Lot 1 Block 1 of Oak Park Heights Auto Plaza. Connection charges and park dedication fees have not been paid to the City and will be required at the time of finalization of the Development Agreement and Final Plat. All vacation of easements and creation of new easements for the plat shall be subject to review and approval of the City Engineer and the City Attorney. There is an existing 30- foot utility and roadway easement on the south property line. The easement would be approximately two feet from the south edge of the proposed building. The City is researching the easement to determine if it can be vacated. Setbacks. The District requires a 40-foot front yard setback,10-foot side yard setback and 20-foot rear yard setback. The front yard for this lot would be considered Osgood Avenue North. The setback to 59th Street North would need to be at least 20 feet. The building exceeds these requirements. The setback requirement for parking is 10 feet from property lines. At its closest point, the parking lot is setback 12.7 feet from the 59th Street North right of way. Building Height. The building height maximum in the B-2 District is 35 feet. At its highest point, the building will be 23 feet. Access. As indicated, the site will be accessed by one curb cut off 59th Street North. The location of the access point is approximately 190 feet east of the intersection of Osgood Avenue and is subject to review and approval of Washington County. Parking. Section 401.15.F.9.a of the Zoning Ordinance requires eight parking spaces and one additional space for each 800 square feet of floor area over 1,000 square feet. The parking calculation for this site is as follows: 3 8 parking spaces 8 spaces 5,600 square feet x.9=5,040/800= 6.3 spaces Total Requirement 14 spaces The site plan indicates that there are 28 parking stalls planned for the development,two of which are disability accessible. The layout as designed will meet the required number of parking stalls and disability accessible stalls. The parking spaces are 9-foot wide stalls with 24-foot driveway aisles in compliance with the Zoning Ordinance. The parking area will be surrounded by curb and gutter. All the parking areas are setback from the property lines at least 12 feet,in compliance with the requirements. The parking areas are surrounded with landscaping. Loading Areas. The loading access to the building will be at the southeast side of the building and will not impact parking stalls or drive aisles. A rear entrance door provides access into the building at this location. Trash Enclosure/Tire Storage. A trash enclosure is provided at the south east corner of the parking lot. It is to be constructed concrete masonry units to match what is used on the buildings. The gates will be a metal frame with cedar board screening. The Project Architect,in the narrative,had indicated that all the storage would be inside. The conditions of approval will specify that there will be no outdoor storage,including tires. No storage would be allowed in trailers that are parked in the lot. Grading/Drainage/Utilities. Grading,drainage and utility plans have been provided by the applicant. The City Engineer will provide a separate report on engineering issues. The grading,drainage and utility plans shall be subject to review and approval of the City Engineer and the Middle St.Croix Watershed District. Lighting Plans. Fixtures. The photometric plans indicate that no freestanding parking lot lighting will be used.The plans also indicate the use of wall pack units on the building. The wall pack units are full cut off fixtures and shall be installed so that they operate as such. Photometrics. The photometric information provided indicate that the foot candle reading at all of the property lines will be at 0.0 foot candles. The light intensity is required to be less than one-foot candle at the centerline of adjacent streets and 0.4 foot candles at the property line. The lighting plan is compliant. Hours. Outdoor lighting for parking lots shall be turned off one hour after closing, except for approved security lighting. Any security lighting on the east elevation shall be installed as a motion sensor fixture. Landscaping. The project will require removal of existing trees as indicated in the Tree Preservation Plan. The new landscape plans indicate plantings surrounding the parking lot,along the south property line,and adjacent to a proposed infiltration pond. The City 4 Arborist has provided a report on the tree removal and landscaping as attached to this report. The final landscape plan is subject to the review and approval of the City Arborist. Mechanical Screening. Any exterior mechanical equipment, either on the roof or ground mounted will need to be screened in accordance with Section 401 .15.E.10.e. of the Zoning Ordinance. The plans indicate that the mechanical units would be mounted on the roof and screened. Signage. Freestanding Sign. The Applicant is not proposing a freestanding sign as part of this project. Wall Signage. The Zoning Ordinance allows for a total of three wall signs, each on separate facades. The proposed sign plan indicates three wall signs, one on the front façade facing Osgood Avenue North and the other two on the north façade. The proposed signage is as follows: Total No. Total Sign Square Feet of Signs Square Feet West Façade: Central Automotive 100 square feet 1 100 square feet North Façade: Central Automotive 75 square feet 2 100 square Domestic & Foreign 25 square feet feet Auto Repair TOTAL 3 200 Total Allowable Signage. The total square footage of wall signage shall not exceed 200 square feet for the site. Two of the signs are on one facade. Section 401 .15.G.8.d.2) allows for an exception in numbers of signs on one façade by Conditional Use Permit if in accordance with Section 401 .03 of the Zoning Ordinance. Staff does not see an issue with allowing two signs on one facade in that all other provisions of the sign regulations are met. Sign Illumination. The wall signs are to be internally lit. The sign plans do not provide sign lighting details. Staff will approve the lighting specifications for the signs at the time of permitting. Noise. Residential properties exist to the east and south of the proposed Central Automotive. The service doors for the business will face north, away from the residential properties. There is a significant distance between the building and the residential properties to the east, with tree cover that will remain and an elevation 5 difference. The service doors to the building shall be closed at all times except when vehicles are moved in and out of the service bays. Design Guidelines. Architectural Guidelines. Facade Treatments The building will have a definite base, middle and top on the front, side and rear facades. Ground Level Expression This is a one-story building with a raised parapet feature at the west facade. The main entrance is on the north elevation. The Planning Commission should comment if the ground level expression is adequately addressed. Transparency The building uses glass on the west, north and east facades. The Design Guidelines requires at least a 20 percent transparency on ground floor, street facing facades. The facade facing Osgood Avenue North is 37 percent transparent. The facade facing 59th Street North is 51 percent transparent. Entries The building features an entry on the north facade. Roof Design The roofline is broken at the front by a raised parapet feature. There is no decorative or defining cornice on the building. The rooftop mechanical units will be screened. The Planning Commission should comment. Building Colors The Design Guidelines indicate that building materials should accent, blend with, or complement the surroundings. Warm toned colors are encouraged. The building colors selected are a gray and adobe. Exhibit 18 shows the colored elevations. The Planning Commission should comment. Building Materials The applicant has provided elevations with the building materials identified and color elevations for review. The facades will be glass, decorative CMU's and metal wall panel systems. Building material samples will be available at the Planning Commission meeting. The Planning Commission should comment on the acceptability of these materials Franchise Architecture The building is not a franchise design. 6 Site Design Guidelines Building Placement The proposed building has an entrance facing the access roadway. Parking Areas The parking area is landscaped with perimeter plantings. Storm water Storm water will be addressed in the City Engineer's report. Pedestrian and Common Space Currently, there is a trail along Osgood Avenue and 59th Street North. Pedestrian access would be from the driveway. Landscaping The parking lot, driveway entrance, and south property line are landscaped. Trees/Shrubs The trees and shrubs used in the landscape plan shall be subject to the review and approval of the City Arborist. The Arborist has indicated that the plan is well designed with a good variety of plant materials. Fencing No fencing is proposed. Utilites/Service/Loading/Drive-Through/Storage Areas Addressed elsewhere in the planning report. Lighting Addressed elsewhere in the planning report. Signage Addressed elsewhere in the planning report. Pedestrian/ Bicycle Routes The site is accessed via sidewalks along Osgood and 59th Street North. Conditional Use Permit Review Criteria. Auto Repair-Minor and Tire and Battery Stores. The CUP criteria found in Section 401.30.E.3. for review are found as follows with staff comments: a. Regardless of whether the dispensing, sale of offering for sale of motor fuels 7 and/or oil is incidental to the conduct of the use or business, the standards and requirements imposed by this Ordinance for motor fuel stations shall apply. These standards and requirements are, however, in addition to other requirements which are imposed for other uses of the property. Comment: Not Applicable. Project does not include sale of motor fuels. b. The architectural appearance and functional plan of the building and site shall not be so dissimilar to the existing buildings or area as to cause impairment in property values or constitute a blighting influence within a reasonable distance of the lot. Comment: The Design Guideline review of the building and site is included in this report. The Planning Commission should review the criteria and determine conformity. c. The entire site other than that taken up by a building, structure or plantings shall be surfaced with a material to control dust and drainage which is subject to the approval of the City Engineer. Comment: The entire site will be hardcover, landscaped or left as existing tree cover. d. A minimum lot area of twenty thousand (20,000) square feet and minimum lot widths of one hundred fifty (150) feet. Comment: The property is 2.6 acres in size and the lot width on 59th Street is almost 400 feet. e. A drainage system subject to the approval of the City Engineer shall be installed. Comment: The drainage system will be subject to review and approval of the City Engineer and Middle St Croix Watershed District f. A curb not less than six (6) inches above grade shall separate the public sidewalk from motor vehicle service areas. Comment: Curb and gutter will be installed. g. The lighting shall be accomplished in such a way as to have no direct source of light visible from adjacent land in residential use or from the public right-ofway and shall be in compliance with Section 401.15.8.7. of this Ordinance. Comment: The lighting will be required to be installed to City full cut off standards and all other lighting standards. h. Wherever fuel pumps are to be installed, pump islands shall be installed. Comment: Not Applicable. 8 i. At the boundaries of a residential district, a strip of not less than five (5) feet shall be landscaped and screened in compliance with Section 401. 15.E. of this Ordinance. Comment: The setbacks for parking exceed the 10-foot requirement. The landscape plan indicates that the parking lot is completely surrounded with plant materials. j. Parking or car magazine storage space shall be screened from view of abutting residential districts in compliance with Section 401. 15.E. of this Ordinance. Comment: The nearby residential areas will be provided with adequate screening. k. Vehicular access points shall create a minimum of conflict with through traffic movement, shall comply with Section 401. 15.F. of this Ordinance and shall be subject to the approval of the City Engineer. Comment: The access point shall be approved by Washington County. I. All signing and informational or visual communication devices shall be minimized and shall be in compliance with Section 401. 15.G. of this Ordinance. Comment: All signage shall be constructed and lit in conformance with the Zoning Ordinance. m. Provisions are made to control and reduce noise. Comment: The service doors to the building shall be closed at all times except when vehicles are moved in and out of the service bays. n. No outside storage except as allowed in compliance with Section 401.30.E.5 of this Ordinance. Comment: No outside storage or storage in trailers shall be allowed. o. Sale or products other than those specifically mentioned in this subdivision be subject to a conditional use permit and be in compliance with Section 401.30.E.6 of this Ordinance. Comment: No additional CUP's for sale of products shall be required. p. All conditions pertaining to a specific site are subject to change when the Council, upon investigation in relation to a formal request, finds that the general welfare and public betterment can be served as well or better by modifying the conditions. 9 Comment: The Planning Commission and City Council should comment. q. The provisions of Section 401.03.A.8 of this Ordinance are considered and satisfactorily met. Comment: The criteria have been reviewed and the proposal has been found to be compliant. r. The City may allow a motor fuel pump canopy to encroach ten(10)feet into a required setback provided the canopy support structure does not encroach on the setback and the setback encroachment will not result in an obstruction of traffic visibility. Comment: Not Applicable. Development Agreement. The applicant will be required to enter into a development agreement with the City should approval of the Final Plat be granted. The development agreement shall be subject to review and approval of the City Attorney. CONCLUSION/RECOMMENDATION Subject to the requests for Conditional Use Permits, Site Plan and Design Guidelines Review, City Staff would recommend approval of the following listed requests subject to the conditions as follows: • Conditional Use Permit for Auto Repair Facility. • Conditional Use Permit for Signage. • Final Plat • Site Plan/Design Standards Review. 1. The Final Plat shall be subject to review and approval of the City Engineer and City Attorney. Connection charges and park dedication shall be paid in accordance with the provisions of the Development Agreement. 2. The City shall research the 30-foot easement at the south property line and determine if necessary. If the City agrees to vacate the easement, it shall be done as part of the Final Plat. 3. The access point is subject to review and approval of Washington County. 4. The grading, drainage and utility plans shall be subject to the review and approval of the City Engineer. The drainage plans shall be subject to the review of the Middle St. Croix Watershed District. 5. All lighting fixtures shall be full cut off and installed in compliance with the lighting standards of the Zoning Ordinance. 10 6. The outdoor lighting shall be turned off one hour after closing, except for approved security lighting. Any security lighting on the east elevation shall be installed as a motion sensor fixture 7. The landscape and tree removal/replacement plans are subject to review and approval of the City Arborist. 8. All signage shall be subject to final review and approval of City Staff for conformance with Zoning Ordinance standards. 9. All noise generated from the store shall be compliant with Section 401.15.B.11 of the Zoning Ordinance. The service doors to the building shall be closed at all times except when vehicles are moved in and out of the service bays. 10. Mechanical equipment that is located on the roof or visible from street level or from neighboring properties shall be screened with materials that blend harmoniously with the building façade materials and in accordance with Section 401 .15.E.10.e of the Zoning Ordinance. 11. The Planning Commission should discuss the building design and determine compatibility with the Design Standards. 12. The Planning Commission should comment on the building material selection and colors and the Applicant shall provide building material samples for Planning Commission and City Council review. 13. There shall be no outside storage, including tires and auto parts. No storage shall be allowed in trailers that are parked on the property. 14. The applicant shall be required to enter into a Development Agreement. The development agreement shall be subject to the review and approval of the City Attorney and City Council. PC: Julie Hultman 11 eri I BUILDING ON PROJECT #: 191107 Date: 04/09/2019 years HTG LSI PM Central Automotive: Project Narrative Central Automotive has offered high quality auto repair services to the Oak Park Heights community since 2007. Dave Triemert, the company's owner, is proposing to move the business from its current location along 60th St. N. to a new location at the SE corner of the Osgood Ave. and 59th St. N. intersection. The 6,600 sf. building will be located toward the western part of the property. The property will be accessed via a vehicular entry located approximately 190 ft. east of the intersection. Two parking lots, one to the north of the building and one on the west, will accommodate parking for 27 vehicles. 15 spaces are required. The building will have a sloping metal roof that will shed water to the south side of the building. Storm water on the property will be moved to an infiltration basin on the east side of the building. Storm water overflow will be discharged via a sewer extending to the north. A small showroom and office space will be located along the western side of the building. The auto repair shop will extend to the east. The building will be clad with a combination of Butler textured metal panels and decorative cmu blocks. The west elevation and the westerly part of the north elevation will have large windows to allow views into and out of the facility. The upper halves of the garage bay doors will be glass as well. Trash and recycling bins will be screened by a decorative block enclosure. No storage will occur outside of the building. Signage will be located on the west and north elevations of the building. Each side will have just under 100 sf. of signage. RECEIVED APR 1 0 2019 HTG htg-architects.com 9300 Hennepin Town Road, Minneapolis, MN 55347 952.278.8880 Minneapolis I Bismarck I Tampa Serve I Listen I Learn I Energize I Invest TREE TAG IDENTIFICATION TABLE HTG CENTRAL AUTOMOTIVE err 412- �,,, N SURVEY FOR. • wan.3 24 , Gelder +S OSGOODAVENUENORTH.OAKPARKHEIGHTSMINNESOTA. x s, Wpine 188 S MEM 112 B 1, Belden .3 fill- LEGAL DESORPTION: S 50 elder +143 59 elm 5 sa p 56 W f Cr E Nee' 115 B"a' oUTLOTA OM PMN HEIGHTS AUTO PLAZA WASHINGTON COUNTY MINNESOTA W'PIPM'e R.Xd""ln6 8.7 a S EXCEPT THAT PART DESCRIBED AS FOLLOWS:BEGINNING AT THE NORTHEAST CORNER Of LOT I,BLOCK,OF Rgm9J ;A 5 SAID OAK PARK HEIGHTS AUTO PLAZA,THENCE SOUTH 00 DEGREES 59 MINUTES 27 SECONDS EAST KONG architects 64 elder 16A �20 B 0 30 60 LINE OF SAID OUROT A AND Gs SOUTHERLY EXTENSION.A DISTANCE OF 2d�+,FEET;THENCE E NORTHWEST, R px»1,a 22 HAVING A RAMIS OF ET.A CENTRAL ANGLE OF 02 DEGREES 61 MINUTES v SECONDS,AND A CHORD 132 B SCALE IN FEET DISTANCE 02 M'INUTES N.13 FEET 6 SECONDS EAST A DISTANCE OF hN.51 FEET;THENCE NORTH ell« UST DESCRIBED CURVE,A DISTANCE OF 2E5+ wOne s sEcp»Dsw6sTUDND s.ND NORTHERLY UNEAws5 FEET TO A POINT OF THE NORTHERLY LINE OF °°TA THENCE iiD SOUTH:aro TGxt poll r 00 oiNBEo:u,G tvavw.Mr-architects.cam pnM:.e+ - xoapeeoa)z.Fnoe„z.hm,r meT. 8 elder 1 73 older 12.8 128 8 eMer IS/ 9 elder 1.1 74 elder 15.3 120 13 elder 9.0 CERTIFICATIO13 eMer 12AN: 9300 Hennepin Town Road .20 ''r a+ wMne 29 s • I HEREBY CERTIFY TROT THIS SURVEY WAS PREPARED BY ME OR Minneapolis,MN 50347 22 elder 1 77 elder 03 132 Bosh 23 + pne 103 BM« OLAND SURVEYOR UNDER THE LAWS Of THE STATE OF MINNESOTA. Tel: 953.])0.0000 24 ps F. 952.2 78.8022 25 One 0 3 DATED.FEBRUARY IS,2018 s B PROJECT RA elder . 84 elder 5,3 0 Bowl a6 12.6 S I ANDERSON •INE RINCOMIN C9 Ba Ma, 69 Bwx I. P b e , SeOB Mer 91 el.35 Odor 3ms144 R ceder 12.0 a NB9JB'1J•E SAB) // //90 ` S 5 °" o..,.... r CENTRAL AUTOMOTIVE; Aspen. 38 elder '0A $ a/ $ . 1 r "'\+,��Ja.i_ '•• 0 10ra:BGT01%ENS00 r3i0.20051 38 elder B $ '0‘11V‘4k 41 se.BA 5, Belle, ,,.5 VII IT= i;'''l, 'C HDTEa. 42 elder sa 07 elm 4.5 43 Nder 81 98 elder 156 =SIGN CANT TR 1 j1`' .* \\\ , THE HORIZONTAL DATUM AND BEARINGS ARE BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM 44 elder 6.3 09 e.45 el. 89 100 es6 6.7 zs .a« =aoXELDER :°rxrrrE ads:. _ \ ` NAns,rmnl. _ NEW BUILDING S BW c UR•SH CHERRY --F- ,lags I (' f 1 {4.,der L NORTHEAST QUARTER 2 THE VERTICAL DATUM IS NAW BB THE SITE BENCH MARX IS THE TOP NUT OF THEN NW.LOCATED 48 eicler e. 10.x ceder OM ...em. "a°'" /62$I_"r"' �@ \ SOUTH OF THE SOUTHWESTERLY PROPERTY CORNER(DEPICTED HEREON).ELEVATION•000.16 FEET. 46 elder . elder '' "":. oBH CEDAR C .��\ '"` ` \ OF THE NORTHEAST QUARTER 3 THE AREA OF THE PROPERTY DESCRIBED HEREON IS 119.6 SQUARE FEET OR 2.6060 ACRES. 6. MI 10 3 I � N. v uoPH.TING 5 N Aww.nes WPrM TE PINE °sp m A BT �psos \'"\ �' .wy, 4. THE ANNGASTPOVIDED000Eoun�iTY UNDERGROUND IAABOVE GROUND EVIDENCE MO ER STATE ONE OAK PARK HEIGHTS MINNESOTA 17 e•er 9.7 100 6 eleer WA564 elder 0.3 109 B elder 5.3s .ER a.T a ++B aaw as s ^•«'�* ""'' .,o \CCC`W'VYY� pT \ate CALL SECTION 4 TOWNSHIP 29 NORTH COMPLETENESS OF;s NUMBER R05 50«ESSIZET40 THERE IS SHOULD 0 055TO 005E`EDnwRauMA',E. L c�tl \ 7‘,41'. m\ aAliLurlAu.Ies s1°taxio Eoeral FG aa:TURF Svinnv5ai±iEas anl°oR`Tou"nMPuwmNo oA oesiGTON" ISSUED SET t ) v m»e RANGE 20 WEST E THE LCCATIDN OF UnuTIES SHALL BE CONFIRMED PRIOR TO 500500725 • -- MY DEMOLITION OR CONSTRUCTION. DATE NO. 5I77�X C tT a \q-.:V.)5(\\5, ,-,,-k,„,„7,.,-,;-,1.\---a `,,°_ 5 00TO Eo DURING THE FIELD 000070e NC66FORESTRY"RUINED ANDERSON eta i Cm SURATr,Lt _ `W j l/°r^\ �p�TI�]I•'I'0' ®a 1], 35930orE BVJ4 WERE TAGGED BY LARRY TO PLUS DR MINUSTHREEGEE:on.TREE SIZES AING OF RE ESTIMATES`AND LOCATIONS ARE OAK .3A ,"'2 \ i '..+ \`,,,, /0„,0000 EAST 5 VERIFY THE LEGAL - I ; ii ( T, '"" \y,�(,'"Y'� -Q��' 2 DEscRI N`Yc•o TOME TIN PA HOR THE EASTFNCE OF ANY EIGHTS.THE suRlEcr PROPERTY szoNEo BLOCK 1 y o '• J•.1 �>,,„• µ,t,r.,- \`µ`� '�• + OAKS &I(GENERAL I PARK S ) \\l< , P.U.D. BBS)AND NAS THE BUILDING SETBACK REQUIREMENTS LROPERTY OWNER OBTAIN A ZONING LETTER FROM THE ISTED BELOW.D IS RECOMMENDED THAT p� , l rei yV ` 1) \\ O« SURVEYDOES NOT PALL URPPOORTTO rI i L 0 r t �`" 4":04:4-t-* %,rK /q.� '»\ .«/ /\ DEacR�EALLCDNDITIONScoNTwNED IN SNDD50000E. itI _ / S 4 < •,.' e' \7i,,,,„ %;.,44� III ,",,,-, _O/ // .�\„ ,� ,,,„, ��t I O,:w5/�+1 i�/ C-.• " __ - {40°'‘..r°1---/ n .)) 4..�°m'\ `iU..von i Y^J(.l I i • _ ,T.RDF.NwmSDf. INFMInaR< I iI I r- - - 4��,.. `? I I I�\�!L'')) t��,. \\�I'I� ,,.........0),„,„ i�r,.'!„sp„ BUILOaG SE,BACKS: FRO. i Li IDE•10 FEET IT7:0018 e, $ /J. tit, \"`��A�{N� HE/GHTS�`II r„� �C"�l. `x»") V ( „ w 10 •30 FEET ABUTS RESIDENTIAL.20 FEET FBdF55PDwL ;' "<M'Lo , 1 E °» i {L� NOT FOR CONSTRUCTION rI i 59TH a B .6.92 / \s=. \ I \\< •e«•\`1./a ,T.r wee. �H.�y9• 2 OLA /^ "� nlo I \41,1 / 1 ROBERT L.SWANSON »«I ..t�'' '00,WE so.00"''=3't'�Bs/•_°pi _< 1 r\A-�,(�b\\\I\\\\Q_ B\\\%\'' \ \ -% // I .6i a0Rm,e _ „1 ;` _1 OTIM' \\\� mob'b ; �' \ 11. 1 1 _ �� e ��yAUTO,! -\��\ TSrk $. LEGEND ANDERSON ` l'1�II/ ?4P,^l),y /-/r » opp,moi 1-°\" 04;14.;ao"P, O:,.,,,,- /..._4::-,.-, !..,,':;=: \ moi" 5 `I �BASIN oNUN K«BOX » " ..20..20 9 CULVERT 3 $��� SPE ) / »I/ "(.»0O:«O"„O " /�.,"�� vQ0'�^w`1/ )",,:'»-� / /PLAzJA,l vexm'r"'f m"..� cv POWER PaEHOR&5 / p - aoo Maj O",N C » r r�I/, �► o MN-POWER POLE"„aE RECEIVE® APR 0 91019 iii/ MI I 'l W "r O. "'- \n \„�",: / / i ilOwµl %n o4R - BH,N 7I F !ii d f li + "» I o"» " oo"» r gip,: / STORM MANHOLE . F0 SET IRON PE°WITH P sT!' I I I ^^ -F/i » \ ` "����.7 MX [ I ) � ~ cGNIFERw,3TREE ..No.2p26, EXISTING CONDITIONS 1 1}.a Stns-A-- 1174 -I<,»»»,.•w - � }`4a 3"_r-P.d�,RLQ »R IouousTREESURVEY • I" ®,.. '^'m", 1:. _ \ �� o DEG��o © *� \ _ftlfy I" �,2,J/ `1'I "emll",",.iC�,.em,m, � �(��l�;.neln}�.{(' � -re.__DYERHEApwIREa 1 C` f",O"er PW�f� r. a C�".g JB•W mse V,... \ TJI:.� eroRMSwEwER �y.� ..... m JN o1FCKEDay. 549 A. '� I i`1��=I i'IIl"'J.J"e" ,'"," C l CO 7 4 „e1• (_ eoNQRETE suRFACEpRAwnay.oT B CO.0 .. S �.•1 ARLS NUMBER 69 I BIruMlraus SURFACE COPYRIGHT C BY HTG ARCHITECTS U '',1'. 1�. Z O �� ..� z co tiZ 43 ; g O§! O ` Z ~• G a, c a .aOs f v mgt o o" O d U U PrP W H i t g'7 I I I I I I I I I I I '�E$ i g eg Z= N 3a E-- d z o ��'1I I I I I I I I I I I G '& -- 1t-- N go F.11 21 ghZ .P5>• 1 0521 5 " 58 ' Y .20 E. h ff € ' F ; 9€c c g011'it ' °y" a 2 '' z � $ m uw = go ° g "' 1 I I . '2g � iinffg w a � wce, , ws▪�s <$a � o § _ a'// ! 0 �,}Qom- ,_ '. __71._c) i a�i© d,—___— DD-- t- �'D_ fl= D�" {j4- j I e U 1 i �/ *'fry/ D��� ° T�1 \Y / ,5yas/ y lc #, •‹ , s D.'`,�,�i -,- `/• �/— D O-;. 0 i l) Il I 1 t I. jN:1- . ! Q 0 /,..i' t 9`� DSD•e i�D_ ,: F.! ;� _.__�' � \ ]p( tiff tt /,, g48V ! —_. e ./4). _-//_�,/,,,.1- —lOi —t' _ ///1 "- / w O / / /- ., �k o ! 1 / dot /:; tel@ —,. o �' / / /P,n% '(/ / .. Vo— _, /' I D 9Z' __ /t �� . 7R:mak., IV • ./,� / '' ' \ .. ,Vt. 1 _ 7R 'c .. e ,—:,--,(k ii -4-- -,t,„ I 41k,,,IN' - - . g it -----",-' ,. N41, 1•., .1 1 1 ,0 , Illtil ,1 i ! OX -". ,0 I-- _ — WW1 1 D K't 361ASra I g }pi 1_ S cszoz as�.esos •: / \\ lo'l - - - — - -7— '\ \ ,?r) ja..! ; —0- x\ ! \`` 61'x\ \ ]:-.2'--.——O O cc- \ \ , a i q�5a , \ `1 ` —�. I _ ` 1 \ F "� 11 \ y38t - c 11I '6.3 ` 1� p1 C _` , u.,i I I veil, — __ __, z r._ l�rii ..a _. -- _ _p .— _ _ 8-�: w. EI _ 3a g MOA/ Hn DV (KJo 'Ill, "s- I. I P LEGEND er4P1-* ' nD9s / ,,,,,x't /, \\ N(N =.7.�i t..,2_, PROPERTY LIMITS PROPERTYcoaxEns I p, np I' ^.per` \\ EXISTING 08 u EASEMENT __..... I -- \ 11 ,---1 ✓\ \ \ —— PROPOSED Da UEASEMENT I ___ URGING WATERMAN 1 + a �C \,,.... \ e%M R D SANITARY aEwER ', ,z \ \ \ r R r. --.4:-, A Ir T:,:_ NOR?",rt .._... onsTPGSTORM SEWER architects \ '1-1 \'I �� -: ExlsTnro cRlRe V1 (3)Y'\ :,,, `. ‘` _ PROPOSED CONCRETE CURB.WTTER I ,,\..\\`\ \ \ ,---1,7-''-,, MI®•a O PROPOSED STORM STRUCTURES _ PAVEMENT\ "' I:,;:':....I PROPOSED CONCRETE www.htg-arch/tects.cam fNi 11 I 1 ,. + PRGPGSEDRMMNaBPAEMENIAPPRD.,�FEASEI "~T I l' I , ` 0- o,j\\\\ % —__ PROPOSED RETAINING WALL 9300 Hennepin Town Road -,� P.O. 932278.8800 Ig ,) , Minneapolis,MN 03347 \ ,� � __s_ 789'20'0E 31.3a je F ` ) 1/ I '� KEYNOTES: PROJECT + $ tt h _ \•\\ \ I \— Oi NEW Ba,:CONCRETE CURS AND GUTTER PER DETAIL. e � , 'y\ \\ .` \ � O NEW AeRUtT PAVEMENT PER DETNL tiry M (,),,... ,-...)\\ \,,\\\'\'1 \ -- Q NEW CONCRETE SIDEWALK PER CIE 00NGTRUCRON STANDARDS. 11 \ CENTRAL AUTOMOTIVE I)\ STT BE COORDINATED W.THE CITY zA __,,,;(,•,)1 t 1\ \�l l� USLICWOUR SDDEPAART ENNT CONTRTO ACTORENT MUST PROVIDE AT LEAST 421 MATCHINTV Ra 7 S' \r Y. // f1 1 .w \ O PAVEMENT STRING PEN PROJECTSPDCPCAn0NS AND 0009TENRAL E%ISTING 0 4 +` //--::::-. &"01:" '/( /' `I ) () RANG. PAVEMENT C yti^' \s / � \ \ \ \ ,. I " O REFERTOMCN TECTURN.DOCUMENTS FOR DETAILS AT BUILDING Q U . rl l' \\\\\•\u.1 ENTRANCES. pp _ Al_ , ^\ 0 HANDICAP NEW BUILDING �1°lik I < RTD •,./! /I IA� \\ �p"M VAS yD ,, / wrvnNnccEssB�IsoruoE PER DETAIL n I, \ , \` \'tttttttttt /,,. NOTES: �E �'�,. I \ \ \ ]�\ \> \ in ,. roruNPERv02909EAPROP0930 0TWas.F.070090OTMFA. OAK PARK HEIGHTS,MINNESOTA 59TH 5T N \ HCl\ 1\\\. b \ .,I \ \ � ALL CURS DIMENSIONS TO FACEO CURB UNLESSOTNERWME N CATED ET a \ D � G„aRKTNxaHAL DMPYwTHG DEDMPMN FDNB E rz,-,zPLG aTMRONRDBANDPD,BEroNDPRwRmOTBTAx . ISSUED ,� \ \ 111• \ \(6)*\\ J / / CONSTRUCTION SPECIFICATIONS MCI-DOING SUPPLEMENTS),AS REVISIONS \ \ 1 \•» •\,,. \ \' / APPLICABLE. DATE N0. \ / \ \ 4 l .\.. \ \ 1 P...• a GDN,TADTDRSHALL VERIFY ALL UNDERGROUND UTILITIES INIRE ARENDT AMP_L Cma/WIT& NT'D 22 ! ,/'.\®\ 1 \ \ \ \\ / CONSTRUCTION PRIOR TO BEGINNING THE WORN. NBBOO'11•E 50.00 CLaT0063 R.'"' ''�0 I /''• \ \ \ \ II \ \ \ \ \ \ \ \\1 / E. NEPCONGTRUCTpHFEANREBSMALL MAT'HBRTOEwBTMDYmERE - O R 24. C \ \\, \�-) I1 \ \ \ \ \\ \ \ mA°`ITIONSATMATLITIN NrB PoWMSDEWANSTPRwDESMDDH b s, \ > - � ,y'��)�/•`�,) / . COORDINATE DIGDE FOR ANTI REFER TO, A. MPRO,EMMATOTNEBUDNSUR W 0 ' — A v 1% I L ' we Guua wromNUB EBwaE ,OANO PAVEMENT MARKING oernneAND TRASH ENCLOSURE 1 I \� � p __ CPA9 ' �= ` ct ' / � INFORMATION _Y1 --- NI \��_ --- , \\ Y �. E G''' ' '' I \ n IrxAMrarn L. rnur.Mw xYrRmwoa . ,1 P m 2d' B {\/'\ /\A/.\/ A 2. I �i v � / ✓._ �J/" NOT FOR CONSTRUCTION — I / ROBERT L.SWANSON cNT PROPOSED BLDG. /'0 _ 4a•. t" \ .'✓ l-n / / .s + d4 8,800608E y \ PAR r9 il r ss r,. I FFE•907.00 g / 7 r, e - N �',f� / I / i Rea No 1 n (SEE ARCH.PLAN) �° // LT� \ N v U- / / / w :'y,.T I I / \ v v 0I 7:J 1 1 a' ANDERSON I ' — ii � AI I. m I /'1\ A 1 SEE ,. N89.57'28-2/ <- 1 i' I(Do:, acK�..WALL SITE GEOMETRY �� CALL 48 HOURS BEFORE DIGGING I I_ ,1-,, i ` , IDESONRUEDevCAUNTRACTpRI AND PAVING PLAN I � Y I _ Y UHtlee Underground Location Center y,. - �\11; I 7„4,: W3LRT ,s testi en '',:'..1-:',::''' /}�( ED 8„� Dammam .N RNEODDaY: MD O PO' 40. Know wI)@r8 below, C2.O Call before you dgiiiii. COPYRIGHT a BY HTG ARCHITECTS NRS'W'l41E 9.65 �c.,1 ll" l `r—;� \ \\�� LEGEND `')`• 5 CALL 48 HOURS BEFORE DIGGING /�� i. � \ 1/tiRee UldergovMLocetbn Center EXISTING RCP Sn,B. I ' .W/ ( „I \\ ,1JRTHr.4: )(AIN TEA •O DIAL en RER O n E`er': 1(" »1 \ '( � 1... d ` , . EXISTING WATER.. 1 T\1. \ �` EXISTING SEWER EXISTING CURB •e.■w13.1 l PROPOSED CONCRETE CURB awRTER architect Know re below, I o F.- w:411110 , w laen y (.fill before you dig / \EM�EM1n) .,..(..:LA,1,....,..., \\Y —I—I— ',Roman,maul SERVICEa f1 p.�„1.\� \ 1 • PROORFORTaMBEwER l J!\ 1 \ PROPOSED SANITARY SEWER •• Q wO 4FO S,ORM S RO TORES www.htg-architects.cam 1 1 \ I \,”. �' y ,..,1 rRD sED DDNDRE e PAVEMENT ND WA x IEEE Sh EE G,w .,II...,,,, ,',.,.,NRR.mI \ /. dl,-\ '\(• ..--.I\i\\ J (�' —'- PROPOSED BITUMINOUS PAVEMENT IEEE SNEET CH.E) 9300 Hennepin Town Road \ \ \ \\ / ,, , Q EM RIMinneapolis MN S5347 • RIP.P MEE SHEET CS. \ I i\ E c._ — — wR ani oN HL rel: 9sx.xxe.eBeO pT EVE ILCOnwxATE wITN HeB0An0*GEBIDNI Fax: 952.2)881x] \ /\• ' • ,\\ ,, — \ S89.5O'0TEJ 51.34 — — — morosED RETAINING WALL .. 1/ \ R LJ,\\\\ ,,.,! ,.. �..,./ _F' PROJECT .4- 4 y-�� a\, \ , \` \\. �A CONTRACTOR NOTES: \ C.,7:r' c�\'\V � \ "`` , •u CONSTRUCT... EECOur.ENDADO.ov THE SOILS \ CENTRAL AUTOMOTIVE 11' '' R _,.kJ rpt i�;\ 11k\ �i` 2 .1 C.STRUCDON.1.1.COMPLY WITH 1NE MOST CURRENT CITY OF...LA Tx SPECIFICATIONS,nONB;..UO^N SUPPLEMENTS, THE Ary ///— \�"" •4 '\4A� AT RWISE t'i..' 4 THE _ DEPT OFHHSTANDARD SPECIF.110.2013 'TC°,N UNLESS EPR AND TVF£OF EXISTING UTLITIES SHOWN ON DIE TH0005 WATERSHED E 0 l l/ \\\\'\\\ / OOR THERS,NFORMATN.ONLY THE EXISTING INFORMATION W.FURNISHED BY ams NEW BUILDING CONTRA I y J / PROVIDE R SEP...of"WATER.. i I 1\ \\\\i �. \ N / MUNICIPALITY, OR VERIFYING T.LOCATONAND DEPTH OFALL 1 n� vl NoRt(i IN COOPERATION WITH THE.PROPRIA.UTILITY COMPANY OR C / 1/L� N./.. /,/\y� \\►�.,�, a CR.S ARYSEWER EH,BNNMNDOERERONERBs~ED • BRE„ "\ I j•4 W\\\ \\ \ ^ l;!, / WATER SERVICE SHAN BF 11.75TALLE0 OAK PARK HEIGHTS,MINNESOTA 59771 STREET,—(.I"'M �,� 1 \\\� '\I�\ \ \ DMwewAHH000 TEM SHALL BE WATER TIGHT. `�s \ I \ Li..\ ,'I 1 nwFD SET T..5SE NOTED. `<• / , T \• I 1 \ \ J;. / RYHoWATER SERVICE w4uwuHA.RROER _ \ \ \ I I \'\ \t \ \ 1 / / WIRE,PER SPECIF.T.NS RE IEWEDAHDAPPROVED DAR NO• • —————/ � ' /� /,`� 61111111,1f 1ErR1 � .\-' \ \ \ \ 146r " , , // Anil 1 CITY .SUBMITTAL •1 \ ! / 10 FEET OF A ..AAA ., VC° Y , \ x..1l} \ \, \ \ \1 ACCORD..vertu L.10143Q � c....,,x aspen //, \ s t \ � \ / TESTING AND SEWER Ne9'00'41•E 50.00 - � I \\ \/,\1 1a \ \ \ \\ \ LISTED w MINNESOTA s — • STANIMAD 1 FRT.MUST 11 —A- — esesEERLTRr \ \ •as 1rs[•ew '�+O.- 1Al _ COM., Ccau"usw WATER / • - wA' ✓2"' \ \ • .\ ,,so.-ON omNEvs,oESEAL.OR a pc \ TM F.AND. THE.TALLATE.MaT COMPLY YAM ASTM — -- -- — 07321 w, .ew.i• =_�, ..\:/ n • I/ MINNESOTA HMI CHAPTER rwaml NARE'TATE0 MUST T BE — /..TE I , .,../I wmuksti WIND Vii;-_ _ � ( l / INCLUDING STRUCTURES.THE INSTALLATION MOT ( — ' 91a'F_ � •_ � ` iC ' Vy ` , -:,y' V la cOHTRICWTT4 dI =ITIE CRY PUBLIC SERVICES CEPARMEMPROR TO • T ySCHEDULE NE REQUIRED INSPECTION N ' — e i I ...',7 \ PERSONNEL.l / ,fJ I . N\ 1 ��e ` 1r11,10117•WAS 1410,APIOSY YE Pty.@ MI ONI(Cr "te ': "° ' ' ® \ \ . .. ,----"01 I CI ( l1 ., r . a: :n..NRrM E ,,Aa ,Nn., alI �� WE. e / Iy I e I v v � •. /( .! wNwm V / v\ \ _/ rd ! KEY NOTES: NOT FOR CONSTRUCTION IN NC ~ WATER +— y 1 1 / / % O WORK Wce � wORDAE «fl I cm-ow) PROPOSED WOO. / oJ N euw ««� () ( r / camTvutu wams DEPARTMENT MUST MONDE AT LEAST a GERT LswusoN 11• •m \ ...TCEPRORT000MME •24094 1 —tiam15 OF F.OEPT. MINN RATA "...,/ \ f / 7 / OREMOVE\ CONNECTION 3 • 1 ExsnieuHEAoc . R GWSSC".CCRY I —fhSi .15111 FBERYedf / (SEEARCH.KAM (.7.47.4.00.. rFEe �"''. �` / / / M""E`O CT BRACING AS OR LA rrMCOVE \ \ / aauRETPROTECT memo-Amy OF TE ROADWAY 1• I I IP ( / 1 �.- ( WAER..CnN \ ANDERSON CAR \ , r , I. COp ETD M . CORD RAN. ryENvw4ECN PLAN) \ `—_ �: AB • f � ( O AproxDOWNSPOUT LOCATION.VERIFY WITH ARCHRcuMPLAN caeacT • c II rSAN..eeupD-s.e .1 xO. r - LTnrwDETAL .Nese.�FM•,,.wR •••,•• • ( ( J .,VCB / I j rxr wrEC« EAST.BNARY SEWER IN IJ D�«rTN.r on EL•K.0.1./ ACiI t1 \,\,}A AAA. ••• I,I l 1 j ; U \ \ I I LR•r evc STORM SEA.•1.1151 TOP OMEN I. I • I CZ§ ! � \ \ /I - \ �/ L i remove.Beate / • i j / x ,_ V[ , j�. �) l1I A 1,1139.57.38'W30WWise RB„ \ fMM II (1 ()Ci', . , : . SITE UTILITY PLAN ERE'w(DSWTSU N0ACTOR LAR 1111 •0 II CNEa®BY DMwNeY. Jr us D C3,0 GIM ISM COPYRIGHT 0 BY HTS ARCHITECTS k•r! .._1" v 1 T� NORTH,-.1 LEGEND CALL 4B HOURS BEFORE DIGGING 1 4(,_). ( (--1• p �.-` \ • 0 PROPERTT CORNERS U7/tlee UhdeE�'aEnd Location Center 7(,0 $\ \ I 1 ".�, r\ PROPERTY LRAM DAL 811 i, I N fV 1 -\ I. \(� !\\. - \.‘.\ _—.x-. ExIBTa"."'"R DNTwa ;.� q\ _ —sea— PROPOSED CDNrDLn am M( aA) 1 T.l / j Nv.• MAO I .0504 EXISTING SPOT ELEVATION • • Lae lwl. „4'.• —, DRAINAGE NNOwE.OF.•EMBaaxcY OVERFLOW) t� \r arAORI ,.... �,.M \'.' \ re•.O CATCHBAaNSTORMwMwaEANoT architects KnoEE r6 below i� I q \ \ EAE,RIGWATE,MAN p (,all before you dg /' ! I j\,\I I \ \ \ Erna AR wEn • l q 11 1 - Ex,aTB.G aR+e www.htg-architects coin STORM SEWER / 1 l I�1 \�' \, PROPOSED CONCRETE CURB a OUTTEN AT.nn m.Pilo..n ,"\ 1 \ ✓ �a..tr LION \\ \\" Vx\\`.// /� \{ ) ,'•. - - t, INSET SEDIMENT PROTECTION 9300 Hennepin Town Road F .4\CX \ 1` Minneapolis,MN 55343 A t''- I .! \`XVAA111i-) d• —,� \1 sfieao'orEj 51.1 ® ROCK conamucTnxENTRANCE nal. vsz��eeaz: 1 \ i \ \14 / ee.ee• RIPRAPSPILLWAY ORDRAINAGE SWALE IL �%u v�v�i l7 � / � • F. -. PRD�a® PAVEL�A.wA<K PROJECT O / IR �.�\L\\\(S)� \L. _ MI PROPOSED BITUMINOUS PAVEMENT ..e �' -\ I �'...a IA\�1�V\ •�, \\ �•.,, <ice PROPOSED SPOT ELEVATION r \" \ .® HIGH PONT SPOT ELEVATION 9 MT I 1)1\.}\ (� \ ~ ® RN CR CB,RNEIEwATKN CENTRAL AUTOMOTIVE — Ik:- PROPOSED RETAINING WALL ti0 ;\ / a //I'-'\ • v� <r' A \179 I (,. KEY NOTES: 4047,,i, ,--V 441,-..\\ <•„,-..::,,\\\\ \� 1 pINaTA .MUNTMNPERIMETER NTFENCE.EMPLOY BIOR�INPAVED AREA N q I Y()\ \\\l\ , ',� \ \\ / /^ D INSTML,MANTA,N NLETSEDIMENT PROTECTION PER DETAIL. NEW BUILDING • t�e. IIJJ la.; 4,‘ " Ill / 11 \�\ a \1' ® o EMPROONENRANCEATODNaROTRMS090BaEE00350 00900 �RT •.e r♦\� _ \� / I ( { + // ,\.\\ \ 11 , i DIA INSTALL TEMP.SILT FENCE A FILTRATION BASIN AS SOON AS BASIN GRADINGS • l \q --Z.-7'L \\ \\ Ns �), cowl,'r.R MOVE FENCE ADJACENT WATERSHED VEGETATION S ESTABLISHED 59TH S(REET- 1 RW r\ �\ \\J\•;.�\`\ \ \ \ /� 0, NOIEAVYEOURMENTORSTaRPILIN«wTERIAL...LOWEDWITHIN WEPROPOSED OAKPARKHE/GFITS,MINNESOTA :.•• ti- `CI \ *:� \ INaTRATN,N BASIN IAEA wRNnn vamEcrnE COVET+mEFERmSWOP PLANT „ - - •.. �' ' / R s Or�; `\q\\ 1 Il 1 \ \ \ 1,..I 1 / O HANDICAPPEDES,RMN ROUTE'SURFACE oo.nEBSHALL NOT EXCEED D..ANF f> \d O•a \ \ \ / / ISSUED SET fi Is m P a wee / HIM(OCS) q 1 1 \ \.- \ \ I. Q APPROA,MATECONCRETE WASHOUT AREA LOUTON.SEE DETAIL REYIS1006 D. T 1 ,.,-� '*°' ^y / TRACKED SEGMENT FROM ADJACENT ROADWAYS WITHIN N HOURS OF • q\:M":„,” Iii \ \t \\i�� OppYY,ALDATE NO. OJ 'S .151''''',;"----•,,„ ,--1” 1: I,., \ \ \ / 1B CRY 6aNRTu • L-3s3 =AS".<i 10' ;_!; L) /%\ fn\ \ \ N89.00'4•E 50... b i \ \I \\LJ I \ \ \ T00.\ \ R OW.MUST BE F e / /i PR CONN ES \ ". \ aCONTRACTOR MUST PROVIDE AT LEAST AS HOUR NOTICE PRIOR TO KB __—__ �.� �H �_� _I \ \q \ " \ tlIJDI ''( NTaFWORN- o «. A" ® � "'s ® �► q IT p,"'""„"8Mp1""D\ .,..1 \I \ STORMWATER POLLUTION PREVENTION PLAN NOTES• T � a �.+ �', .:� .-_r A.`_ i.,' �,\\� !o` w6'� v, \�'t,`( � /^''7 , COMMCTOR SHALL VERFY LOCATIONS AND ELEVA �F ALL utERGROND MUTES _'� ' y6s9 a / L9➢ iiii;:i /.-.',` �:y :� p1 4��V y „/e,.I • 1 aTIVE TILITY COMPANIES PRIOR TO�s["wWBANOaaPECINUTDw WHICH MAY -- I 7 ,6 e .1 ,/ i' J ,� awn \sr•y; /11.' / / CONSTRUCTED AND SERVKEABLE N THE FOLLOWING ORDER Y ED HENT TRAPS SHML BE 0. I T, �':, 1Iarta0°,°\ • - I + 8 O / (��J _/ B:Ca`oinl"�e.uv TKN un MBw,MENA,I SauwNDI WO.7.114511.4MPOWPRIMIIIIMMLF _ � go g A w r 1 I Bad t,r,0-``3 �. �f .//{'� , SILTA n OWLET ,ES SUBSEQUENT STORM SEWER WORKSTAR 000.0•301ISOFOSCANNOPI% DEM.R Re • •EARTH•14A1 V =.-=',,,=.E.......... IO �� ��� - e ,'� i � O Y ' A � / D II . y FES IDM PRAP(CL.al ' 17/ C,7j. , / GRAD.]CONTRACT.SHALL PROVIDE AND MAINTAIN AU.EROSION CONTROL MEASURES MOWN. NOT FOR CONSTRUCTION (�S ,B / / r N•n, ✓ GRADINGcoHRACTa SHALL IMPLEMENTANY ADDITIONAL EROSION CONTROL MEASURES REQUIRED ROBERT L.swAwsoN i To PROTECT ALJALENT PROPERTY. t•I °i '.I\ / PROPOSED BLDG. Ir... .i-§ AK ' b\..>/ / / a SHALL BE MAINTAINED BY THE CONTRACTOR DUN.GRA.HG Illikppp \(.� .z4roa uowm+n 1 -�, t 9,ea SO 6F sAa �, � �� / `I�, •� `•' / / / i' /` OFEMIIOA.Ne.ANr TEMtlPMY...,FACILITIESED BARE ro ae FRAMED AS ulaeo FOR ON THESE Y THE aaADNc caNTRAtrw WHEN DETECTED BY N s..-.i 'I � FFE•BOT.a �, /���'/•). .,,.� I. ONTRACTORSHALLBCHEDNLETHEBDRSENGINEERSOnu,CER,EEwTIONDFALL ANDERSON Imo' (SEE ARCH.PIAN) % ,,), BE / bin" / r 1 I ,v' p _ \ 1 D TO E OWNER EARWIG CONSTRUCTION AND PON •s5441 e' s --— j BOIL AILDISTURBEDA SHAM U.�.,M. Cm • c _ ssSsS' M P ' \ ) L ,y HINT GN«NG.ANDOa SPE LLD FILLS WILL TUNwT PROJECT. TINGEDP<AREAS TO sE aFIONLY asn •o , 1 FERTLIZER 150NACRE RATE OF APPLICATION 20,10,10MIN C z C: .L.r�--s\'c-'1 s—s 1— . _— /U /I SwFACE w:TEa M w.vE`" TEcnal PENRMMANEL co i�R Foa THE - ? \ , it y70F NR9 i'3a w-nT.sfi�` .-- --0 / I . AOSORYDWEI TO THE FOLLOWING TABLE. OM MME 04) ( 1 I \ 'BwAu.w HoorEwE - nsvNL-Sins \ �T.p�T."'� 7ERTE (MAXI TIME AN AREA MEAN OPEN WHEN / L '-t'1• I '. 1'. ,D AREA O,ACTNELY BExnw0 WORKED, � LONG FLATTERTHAN ALs.RACKEDFROM THE BRE 05uEANEDDAILY. GRADING,DRAINAGE& MOM..BLOCKR0T.WALL REOUREAENaO EWATERSHED DISTRICT w.LBEPER THE PEAMDOMPEMENEOINHE EROSION CONTROL roOSI955,IRnev 000050«ORI • ALL EROSION 4 SE0HENT CONTROL MEASURES SHOWN ON THIS PLAN ANDFIELD AS PLAN 0 CONTRACTOR NOTES: ALL SOLID �OM MHHHaTPRACTICES FswmCnSTN.cTroOEBNaBE DISPOSED a N Accam.,ce IDOT SPCA • wREQUIREMENTS INFORMATION SHANHR .L NNaR . a CONTRACTOR ANO OWNERMHERESPGHSIBLF FOR NODES PERMO APPLICATION. a PROPOSED SPOT ELEVATIONS REPRESENT FN,sHEDSLNFACE CRAOE,OR GUTTER GRADE NaHowN ON NERCO. R RTES SHOWN ARE BASEDwNDDIONa CONTRACTOR IS PROVIDED TON,57000 SEWER CATCH N BASKS.. 4, TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES CaaTRUCTION DUE TO WIND EROSION IT. EROSION c BLANKET NEW SLOPES STEEPER K(11)TO ryl. DRAWN. .Ix aEG®srRIS RESPONSIBLE FOR UTILIZING UTILITY LO.TES PRIOR TO STARTING/AY WORK C4.0 D MT 00' 5. 000T.INATESWOOP _ T. PERER TO RMETER EROSION MUST S4.1 II E INSTALLED ADDITIONAL ENE OW REPRESENTATIVE PRIOR TO FURTHER Im CONSTRUCTION ACTIN,.PROVIDE 24 HOUR NOT . ICE COPYPIGXTOSY NTG ARCHITECTS 4'OVERLAP OF MATS 6'WIRE STAPLES 1' c SPACING ON UPPER 7*-- architects END = WMP STMP www htg-atchitect4T corn WIRE MESH it ENGINEERING FABRIC 1'(M mmEREBM / .•••• . /4 REINFORCEMENT FOR BAG REMOVAL Nile 9300 Hennepin Town Road (OPTONALI FABRIC ANCHORAGE TRENCH FROM INLET 9a \ �.,FOITA Minneapolis.MN 55347 II BACIPLL WITH TAMPED - �� '-,� N�ly Tel 9513)8 METAL OR W000 II NAnXnAL S08 ]EACH DUMP �' f� ° IES B• far 95 3 118 8811 POST IO SOF lit 8TI1PlEWIPE8,'sirsACX „ 1111 8°�wD DN EPANSON RESTRANT77:VIM°��..° 6'WIRE STAPLES J' .,,,v9 LOWER EIA IRgPE rIS NVL)RUT �4°'° OC USING DIAMOND wABHERSIt ��.. PATTERN . I,WASHED ROCK NOTE DEPENDING IFR)CONFIGURATION.ATTACH FABRIC TO0 0v CENTRALAUTOMOT/VE WIRE MESH WIG IH HOG RS.STEEL POSTS WIN nE WIRES.OR �•+.. WOW POSTS WIN STAPLES. r $ `w,,, TYPICAL ISTAUATON FOLD UNDER B. NEW BUILDING NOTE:APPLIES TO AREAS GRADED AT BIH)TO IM SLOPE.CR STEEPER OAK PARK HEIGHTS,MINNESOTA O SILT FENCE INSTALLATION DETAIL O INLET PROTECTION SEDIMENT FILTER SACK O ROCK CONSTRUCTION ENTRANCE O EROSION CONTROL BLANKET ie erAIE NTS SOLE:N.T.B. NT S ISSUED SET REVISIONS DATE NO. Ann.i CITY SUBMITTAL. 1I8' W1 f L NTp(ron nilMNDOT TYPE NB GUTTER ., -- BROW NNW CONTROL JOIN IIP OUT GLITTER CONTROLPROVIDE )NTS PER MOOT.),TYPE Beta Wl1ERE MVBENT , x, MANUFACTURER RECOMMENDATIONS. CONCRETE CURB a SLOPES AWAY ult.UMW WE 4.C•n[ GUTTER • .. FIXED o Mr n ...vm LADBX A4 DOWEL JOIN SEALER wN�s wvA1YIMT P OUT GUTTER C f'1�YTfrcLP f,'sol ,•L�.,�y '��. 'o�3RAOsLPOTNER CONFTO ASTM OI teSB NG NOT FOR CONSTRUCTION V — to wi°- ROBERT L.SWANSON 4 ENTRAINED :Air INBPA1h ISIII�B. :LB� —� VCONCRETE4000MI MIA, �k ANDERSON 71001.InSSOUNCUTWEAAR)MIN, e.mIN.-STRUCTURAL COMPACTED AT PM NULIAS MINUSASIYECA,EHOSEI BE,Y .M.,,,..„M,„4cw ..w°.m. MNDOT MT TACK COAT UM D.DENSITY `/ PREMWLOEO EXPANSION INT BINHMIBWMNO.)MNDOT aSW 9PNV.es40B BV GEOTECHNICAL (v/ t�t� TOAST/A FILLER CONFORMING BITUMINOUS W-PFM IxIxJ REPRESENTATIVE f TO ASTM 01751 OR DtT6a 'AO p2A.I.E JMNOO CUS65 u Nt� EXPANSION JOIN JOOREGTE BASE W1N.1 4 PROVIDE EXPANSION JOINTS AT BUILDING AND SUBORADE.COMPACTED..ANO CONCRETE STOOP INTERFACE.AS WELL N EVERY FEET OF CWRNUOUS SIDEWALK AND AT NOCONCRETE JOINT UTOUT IS SHOWN ON THE PLANS.CONTFMCTO SHALL REPRESENTATIVE SIDEWALK INTERSECTIONS. t* S— Or�S@ OI PLAN FOR PFROVARKRTFINAL O JOINTS ATVMPJOINTS a USED ACCORDINGLY NOTES HEAVYUUn PAVEMENT SECTION AND L.D.DENOTES NODE'.CONTROL JOINS CAN BE CONGER. t a. Vf�RIFY PPAVEMENT PLAN FOR DEMON AND SUBS..REQUIREMENTS WITH SURMOUNTABLE CURB CIVIL DETAILS I DEO,ECHNIGL REPORT AND RECOMMENDATIONS PRIOR TO CONCRETE PAVEMENT SECTION O BITUMINOUS PAVEMENT SECTION O AT TRASH ENCLOSURE O TYPICAL CONCRETE CURB O CONCRETE PAVEMENT JOINT DETAILSCALE liTSCALE N.TS SCAM NTS. SCALE.NTS MARV. JN EI«ap.Y MS C5.0 I» COPYRIGHT*BY HTG ARCHITECTS &c.##8 IT MINIMUM RIPRAP REWIRED RPTPPE BN.1 LIFT., IC,y,I 112 &_ x�� A P 1 0 E. SIGN TDMEETBTATE ' �. __ NONWOVEN 9EME. �Y i architect ADACODEa , R BR M w ;s 22 N k - rC � .mB+BMNaO ESECTICN B—B w vae IS N DD.R IV I 1 0M.,TMN. RonstowAPPROx.MwLY14TONS r a <_, ,,,.m .mm S MDN POST �;. f:_, www,htg-architects.corn �.: 91AaMowa 9.E � 1I�;'Y wr M, rr r ramp Er DIA.STOOL PIPE PIPE FOUNDATION&BEDDING /�'•Y /'/�S�I x wr CONCRETE MFILL IN GOOD SOILS B„ S 9300 Hennepin Town Road CONVENTIONAL PIPE BEDDING OO A %I/. .111 A vI^ IPSP RANI L /� , ;-:' Minneapolis,MN 55347 °L�1��I •'I Tel 952.2]88880 i'i Fac 9522)888]3 `o PAVEMENT SURFACE MA,MM(SAM MPOI N 7.51 AREA BAMEB, 1411;f4 a 'y� ti iln gi x PROJECT y.; -,A1,: E1 4 0 ParAiEPAINTED NO PLAN B III THE WIT 11 JOINTS 1118•BST MO OLDIE/PIPES APO NO INORANULAR h vr, SPEC31...00 ® ,WEAL *U WE MIwM SMALL ANY COVER CENTRAL AUTOMOTIVE xai, 4. DIAGONALLANES RAR P SOB,.WISER RIPE/ L, 1 ow..Tw I M .. pA«E rPBNIBGUMEBLUE '"n .tl�,� �... NOTES: PIPE FOUNDATION 8BEDDING O 3622USESDv RHBORDER NDICAPPEPARKINDECALl° \mow NEW BUILDING IN POOR SOILS a USE STENCIL FOR NAxDIUPPEDPAwcm°oEcu. SECTION A-A ABRK 0 ALL SITE SIGNAGE SHALL REQUIRE A IMPROVED PIPE BEDDING TOR POOR SORB Q HANDICAP SIGNS BAC"PROM CONCRETE CURB. EXIENG,UNDER FEE SEPERATE PERMIT. HANDICAP SIGN OAK PARK HEIGHTS,MINNESOTA O(VAN ACCESSIBLE)DETAIL O PIPE BEDDING METHOD FOR PVC&HDPE O ACCESSIBLE STALL PLAN O RIPRAP DETAIL FOR FLARED END SECTIONS SCONE.NTA. MTA ISSUED BET REVISIONS DATE NO. WIL_I__Y_SUBMIRAL H—WEB. IAN wu,EG {l;A tv. a a nFUIHOrra SIAVASISS.A.THAT/AMA OUSCISCP68, T VANE eve&M moo..waworn Y ,r YwLeuvE.vnErA DOWNSPOUTEXPANSION k NOT FOR CONSTRUCTION II' PREMOULDEO 111 I7 STAKES OR 141 a TO/11TMo,Ts,0RDITUE ROBERT L.SWANSON «.l11 TOP BELT Ox GATE CAP UNIT ROMATCH ! VALVE Box VAT,covER ia3� IOVlOth VALE IRaTR) �O OR TED BALE CONFIGURATION SECTION A-A SPEC D RUG OUR COVER SLOPE PERRAN — ^ISE R ANDERSON EAE FL. jSEE - FINISHED GRADE 1 P0000050 ow .ERR EON w_..°m °°" T ` PYDw.EBRANDH \\\\\' FREE-0RAININOBOONFILL MA IAL " .InEAN SAND OR GRAVEL, 4-.:51."1,10.. :1 1,1 = pBs SIZE• , i. ,}' q; V S —U r LEVELING RADIO- EEALGR � T RISER AS NEEDED TO ASSPECIFIED6 , RISER ALL AROUND CONCRETE ENCASEMENT 12. RETAI (COORDINATE ID CONITUCTOR 1 RETAINING x Au CONSTRUCTED IN ACCORDANCE VAIN `TW BEcnoN M..FOR 1 WALL NOTE TS ACCORDANCE BI TIONS MMNICN.REPRESENTATION ONLY. 2 PROVIDE(DAYLIGHTDRMNTIESYSTEMSounEn+anMANUFACTURERS UFA "ERSREcoMBNDA DNS. STRAW M lPERIMETERaN BF �� DIAMETTO ER CIVIL DETAILS II .AETEROF BAxprr SHALL EauL ISOMETRIC °EX0 D TO O,.ox MN. ORETAININGETWALL TYPICAL SECTION O CONCRETE WASHOUT DETAIL O ROOF DRAIN LEADER IN CONCRETE DETAIL O STORM SEWER CLEANOUT STRUCTURE DRAWN AI REMGOBY. RLS NC6.0 ,m COPYRIGHT 0 IT HOG ARCHITECTS Cro*9 TO 1ff OW FANNED ORA. MANHOLE FRAME AND COVER.SPECIFIED IN SURFACE WITH I MICE,.PODS HOLES. APPROVED FOUAL. FM.AS FULL WOOF MORTAR MN BETWEEN RM.GOMM .I. _ : .a ESFD Oa ,ILLWAY EL•MAO O.' 8�ilE crnE ILx NMLL AOAUTrvD Rrv9a AB EN EMERGENCY SPILLWAY FL•a09.B1 BTEPB I. BE,+IITIIx REMIT o RLrviS.MML BS HEIGHT" MOINOLE owe. FrvIsxEO aRApF MO OUTSIDE OF THE Awusnxc MHOS SURFMEEL.•BW.aD I_ Oov°.iieO" OVER...FEET IN DEPTH. ° 9 oR EOUAL TBPECaRA,E - VARIES i - www.ht g--a,cb/tett,tom 3 PRwDE rtEPS COA,UNCTIONWITH.OMSn.RHOS SIDE Ara DASnNOAssEM.L.N+.SH ELI» AA < A .ua°vs�n oAMi.ED �'—;�i ell�IF SI SLOPE eI.OPE Ill_ WHEN NEENAH R:». - ............ Iuv BE USED.TOInAR BE,wEEN �� SPAS w.Ea BETIMES GM..coxdoTS.Olus.rvon Hrs. rwus,.0 RlHa¢ © ,IEeac Ao,U9,an mows l �� 9300Hennepin MN 5 Road Ma9RD �NrvB.NDNA.TN - rEm,rFORcoxcuTEAausr.EM .Irv.: ' - - Minrle pOl'7888 5530] 1 vPDWE EPw N F N r MOS.(1.100.1-91.....40 GAO,REQ./ u a Tel 952.2]8.8880 LSF OR vwlaER a_ IxTERrA%sFALsxNL BE INSTALLED IN _ Fax 9522]8.8822 O DLA.(PER PLAN) WI9 TON PIPE 19 �.� Aro wnNOMswely. CONC.PIPE MD CONC.MIX 941.41.1. TE t { n I P.AMIxD Mmu I ■1 $ ry M RINGS ADJUSTING moxas tt SLOPE l t1-{I� tll tt i t t2'. PIH IN N.1 l FueE 011d1108I.L;1IY MwHOl3 a -n-n-Il n-II=n I-IvATH OFFSET CONE .... ..... CNN CONCRETE OR METAL... PROJECT !11111 III WE TAKTION FLOW LINE ` TilinAPNAb SLA.. °R PNEV'" SLOPE SENOEa T PEA FOO, SHAM BE USED CASH. ER.1 1E�, 4 ERP w nls 0 RASE.PRECASTORPOURED«,LMECONCRETE ..ON,NI_ REINFORCED CONCRETE '-•.,.� CENTRAL AUTOMOTIVE .PAECArt TEs. I ...U....F.....L iiiiiic rovAEUw PAECAe,c9xc.BASF . EXISTING MEOIL DIASHALLBE MrroNSASO rOSE9TING OF HO AOEPTHGF BYV AIME: '�B1 .22MOLIINARE PLAa a�- I L . BAND. MEDMSDALLBEMMw'M CLASSIFICATION) THE FOLLOWING BY VOLUME: MINIMUM BUB IIIICKNESS I.FOR i2.BERN INCREASE TNEARESS II FOR ' " i '' •" B.G.nowt. NARr 2.1. BAAO:Ta%NAOANSOIL TEXTURE RAOF2Cus91F CAT ONI LMH.aoFrmaPFA,ER MAN IF Ara RSrvFORUIwTNEAE lalO xESH. A 23. COMPOST sI%IMNOOT aA.DF 31 OSTANDARD STORM MANHOLE O2 xE3'CATCH BASIN O 27"DIAMETER CATCH BASIN O INFILTRATIONSBASIN TYPICAL SECTION NEW BUILDING SPAM NTS OAK PARK HEIGHTS,MINNESOTA BSUEO SET REVISN 84 DATE NO 5 r _I_CITY SUBMITTAL �M•a 1_-.i I:.IrER2O _ • — E b ---j L°°° _.. —f i BDE SDN Tr r — _ W I SAFL BAFFLE PANEL S 1 e TnEPRMR8 T8-60IeE SPRING SCLII %b.-f ]r TpRioS• ePROVOE!PER HvgMNT DELMEREXTR TO m PUBLIC WORKS' � 5 EoAT BaB�Eq1.HYDRANT.1.1.1.1.FAMOUS PACES 1. BLVD.OWE a aMINFRAIrrafa RTA REMT'K SECS.,AND EPDXY COATED BOOT. W �- ::""'ML I`r` IMI_- 2 IMPART PALL OE TOR.98 9012V MLNLIuvE E.raF ES- Brfj � ::171/. TO TOP Of VALK BOX I M. ceBOTTON NOT FOR CONSTRUCTION v � HvrwnH LaNwMHER salt* xlmuvaxaE3 m � TTnb ,I ROBERT LSWANSON b DREITnwM Rao swTx wA i 24094 Ba YQW201h 5.FOR VALVE SOX INSTALLS..S. DETAIL PLATE NO.WASI. SAFL BAFFLE INSTALLATION SAFL BAFFLE ATTACHMENT s 3. ceAaTHRUST..../.AE8,awr oN r 1_1..2.,....1.1 LABELED COVER ECPPER APPROVED �OA D EQUAL I'_ ANDERSON DETNLfTYP.j BOLI DETAIL p11OwEEQUALl sPEcs. oA 080 D TRACER AWE PI MS.o.THE IMO .� PT.B.U.s°o.,M.D.wo ....,.�w. STRUCTURE SIAM. 'rri'�r�V�♦ TIB.IDO3Tu11 us........APPROVED EOUAL A,EMH Box SECTION ' FAR BAFFLEMLAR AS ION BAFFLE THEINLECLOE.TO THE CENTER OFMEES MANHOLE EEDED.080EAND \r MOM VALVE.CONFORMING 4/ 3r VALVE BOX ADA[DEOuu ,� A9 PERPENDICULAR AS POSSIBLE THE INLET PIPE.ROTATE w TO.BceDREEs AS NEEDED. e ADAPTOR II 1.11 emUCTURE DMMETER M'1•.s INCHES •RESILIENTANwAcalro.DrtANlwms INLET PIPE IS 1SAPT WEFT ELEVATION•9DL..D PEGS E,N7 RIM EVAGDN•BM.D j,a . BY..IL . EBaE9 REB %jl1MB OUTLET PIPE 9A.1.BAFFLENOMVA.8NOEB ' . 7 ;, qm; 4111•l� SAMBAFHEBE. O�NA.y moots RES F� °STAINLESS STEEL. 1. CDNTRACTORMUST VERIFY LOCATONOFCASING AND STEPS PRIOR TOINSTALLATION OfSTRUCTURE ".CON..BLOCK �;.. P CIVIL DETAILS III 3 AIL DOES NOT ENCOMPASS TNESONO,Fn.MIDAPPUCABILITYOfTHE SAFLBAFNE ,O,L.ESTONE, 1��I],• PDEFAFORALLVAL.B FOR TIE SPECIFIC PRO/EMIT IS THE sP...ITT Of THE DESIGN ENGINEER TO ASSURE S. 2LAVER ULTIMATE P •wetAW6 ANS.ALL KA,TOOLS.NISSANS 80.0.0 INSTALLED BELOW O REGUAOONS.THE SAFL BAFFLE OF POLYETHYLENE. NO.B Rous B.BE ORALS WALL....FSM TOM BIB SEAMLESS STEEL. UPSIIREAM NEITHER DEMONS. TECHNOLOGIES NOR THE UNNER9m OF MINNESOTA APPROVES PLANS.SMrva.ORSYSaMRN BY: A3 cNEOEOrt. RLS �5 SAFL BAFFLE DETAIL B VALVE AND HYDRANT INSTALLATION 7 VALVE AND VALVE BOX DETAIL =ALPK . �SCALE NIEL B�AFATB C7.0 ISM COPYRIGHT O BY XTG ARCHITECTS O 2ea ,. io Q Z $} o as H , o Qa 3fge, f Q m Y4i 3LL3 QBX ~W`i° `$"a W cc a c�� � � � � � � � � 1 � 1 � 6� It�� Z3 a 3i $F! d V Z 25:S I II I I I I III `a� .° = a -„ s: € V. ,lam }:f - O'f -E ;Q ,, 4 ,-tC to z 1 1 a + x I ;; } } e f - —_ 1 w ' I 1 r-, (J.__ . } . 3 apt 0 1i1 } 3 O' fi`- -ice .3_Q- n-,.� .}- , „mow } ° } O Of /i/ Q. / b - l}-y t3 § � a 6 c54.. a � t I 3 Y ;.6 ®-�`e —�` /8f-. 6 'A OO.! } rf, r�ii' O' i/0/0/4" r.®� 1 } t+ ` 1 l IV t } jI ` .® ' , , ,i,/ 6 6 r, (, ,, . } x Ete "--al y W1 +d _. 1 t.. 3i 3 } 11 t3F 9 E— z ii 41 It ii rii, ilt 111111g ,11 .f ,11,31. 1 E ilima i oil ILI a " re. _ _ _ _ ,_ _ , . _., - - - - -- • • ....: .. , . , - ,,..„. ------ - ..,„.„.,, \ .,:, ---,_- . w €, 03 / \Al may'' z . __ ___, ,.:„.I----N- - - ;:.;:1-.<.i....i - - —j Z0 --~- '"' / KL�ION EIN,3AV Q000SO W 0 0 w W i 0 Z,c. -I I • LANDSCAPE CODE REQUIREMENTS LEGEND TRA 74:4 PENT REWnDE11EXM:M.EpAIFEIIINGNEe \LL� u� �"—'-- PROPERTY EIMITB :kw;xEE:sm;:Eoa`m`]'wp LM'P1fP*"ON / l\ \\\ - - cousmucT ON IED Ta M Es NUMEROFCA FERwc.,I / 11 I � '\ \' I, ---- g \ 1 7 /Iii 1111_ \ \\ \ \\ NEw 6p0 WIRRNTA1TOn CION MA PRO 0% CALIPER MGM IN9NNEp S NEW SOD...IRRIGATION SIGNIFICANT BEeao..e..o..TEPTxFc°LP,FOFDE.E,P°,..i1MLE„LNpEP ! 61 / ,i ` U\A \ �TpN architects SO,OR MORE Of THE EN II EED TOTAL MIMEO FOR Pupert ▪pearsMBAS )I I�J-— A\' V V y I 1 IMNOOT2.6s,]n S}�/ / / -i I \ .DEEP,1.11/2.wAeHEO RIVER ROCK TOTAL TREE REPLACENENr PROVIDE:NJ cumaR xCNEaI � \�\ MULCH OVER FABRIC J i// ( ) I p•tI \ www.htg-orchitects.com PLANTING SCHEDULE /j- \ I I I w \-I `fit• \ Q LANDSCAPE EDGER AGA DECIDUOUS...8 ] OnA.00 w E AUT..BRILLIANCE swencsemew BAB z N NOBR N BaEDpwb„r DONT CAL ROSARIO I �'1\ \�'� I\ \\�' \\ \\ m° \ \ a 9300 Hennepin Town Road 'TI \' I'k \ NOTES Minneapolis,MN 55307 oxE 1 B6B 'z� ♦, \ T \ Tel: 952278.8080 YY /� \I} \ � ,, Fax 952278.8822 O,e ] o re=eVNeuNT' BaB 2c+E. �, ... : 1AjV 4/f3)r`. V \\ •' 1 IBEEru FORIRR OATONNOTFJI ATwN Ns, ] LLNw%IwRTON« ase ],O'CAI. .. �':'..{':•1 \\ I \ \\ \ \ 2 PLAN SHEET L2.,FOR 8Op0Ew,SEEDING, EVERGREEN TREES ANNxNAME REN.Rxs k ,'',It''I 11111 II \ \ FERTILIZER.NOOPSOILNOTES PROJECT ,u a MB r^.• / i *...1 111 I vv �% -4 LAMS LARNINAPa F npErN as « aaB E M. / �T''�Y 1 1 �� w ` � \ h: '''I\O 1\\\\ / \ plewPERrtiTREEa p,. ppNNnNIaoT.RRu.NAME BAB CALrc REMARKS WI [:: :.;i \ \ J CENTRALAUTOMOT/VE CAL ] BAB rpF� Nw,,.,e+ / �o �u �W a.E as». r:: :I 1(.,�) V ' — MIN n Reg NPw,r wN NNFCANARDl,HT HT I t {:Rt•� , 0 \\\ \I 1 C.7 ro as • aNIONrOOO wNT. / E:'.:'::: ;) \ \\,` � (C�a' ��\ NEW BUILDING va%rwMo "/ I' :s:� � (-]\1\VA11.\ \ \1 ,1`:• 1 1 r PERENNIALS pr p««o.,,EnT,wN,.NAME wNT RE :;� / 1 \ \ OAK PARK HEIGFITS MINNESOTA NAR%a \ ONr. / I . p« t;> a c0000:=1,71 000001 c9,IF,oRA w.mFawma / :•..1,': _-^\V. ) \ v NM m war. / t'' .•I' I� \c" �"��/� :^� j \ ( ) \/ 1 68080583 xEPErAxFaAaeEx wu%eRetow / 1.::.:e:.....) Jl/` \\\\\\\ \ (\ \ \ �� t� _� 1 880181ON5 / I .�. /�/ " \\AA,A�A� A C Y Oin'EsnB NO CMS/BUM& I I r•I 11'11V VAVA�Y-?A \v , / f ! / // r%R. 11 \ V REST — >, :.:it; : ,1 v vv ��� tvy ( ) I 59TH ST --- ���� �%/ :.'\ h\I\I > \fi} \\ J CO l �`\ r Al-r I © ://,%/.// %////»///%%% *►z • GENERAL LANDSCAPE NOTES IRRIGATION NOTES GENERAL SODDING,SEEDING&TOPSOIL NOTES t R 15.POLY EDGER UNLESS SPECIFIED OTHERWISE, t O CONSTRUCTION,VERIFY WITH THE GENERAL AREAS, BE DIGITAL TW6WIRE, , SOD SHALL BE HIGHLAND SO°,JY X t OS ROLLS SPECIFIED AVAIND°T 26131'O BE TO SUBMITTING BID COMPLETELY SHALL BE BUCK VINYL STYLE EDGER. CONTRACTOR AND ALL LOCAL UTILITY COMPARES O 10.1 1 mBALL STATIONS SEPARATELY FOR TOP AHO BOTT°Mp UL LISTED FOR DIRECT BURIAL. D SEEDED PER MND°T RECOMMENDED FAMILIAR WITH SITE TCONDCITIONSLOCATE EXACT LOCATIONS OF UNDERGROUND UTILITIES. PARALLEL TOTHEAND HAVE U "ANDO, 16.LANDSCAPE FABRIC(FILTER MAT)TO NAVE ,.CORRECT ALL ELECTRICAL WRING IN ACCORDANCE WITH STAGGERED JOINTS.ON SLOPES STEEPER THAN APPPRROVED EQUAL 0 BASIS OF 2 NO INSTALLED UNTIL 4.65602 PER B.v.FABRIC x THE IRRIGATION SHALL BE DESIGN/BUILD SYSTEM BY THE 103 THE NATIONAL ELECTRIC,CODE AND ALL APPLICABLE 3:1 OR DRAINAGE SWALES,THE SOD SHALL BE R IS RESPONSIBLE FOR ALL GRADING AND LAMING WILL BE MST BILMED AND HAVE A HIVE YEAR !: °i:; 5 xOCAL ELECTRIC UTILITY CODF9 MOUSING: .LATERAL PIPES SAFELY AND TEE-FEED INDIVIDUAL MINIMUM SPRINKLERS VM SUNLIGHT.FABRIC TO BE FEED LIarchitects SIBLE CONTRACTOR NTIFY IMMEOLATELY PRIOR TO%ACING SOD. t LOCATE VALVE BOXES AWAY FROM ROAD/CURB SO THEY 21DO NOT LOOP THE LOW VOLTAGE IRRIGATORCONTRACTOR SHALL APPLY 044 FERTILIZER AT 7.AL PLA.NTNG AREAS MULCH ON SITE DAH ROCK MUCH 3 BE SEPARATED BASED ON ARE LESS VISUAL WHERE APPLICABLE. WIRE PATH. THE PATE OF 10 POUNDS PER taR SO.FT. PRORERTv. SHALL BE LANDSCAPED FABRIC q AREAS ARE WATERED 21.3 WIRE AT BOTTOM OF TENCH BENEATH A. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETE B INDICATED ON THE PANS 8 DETAILS. AND GROUND COVER AREAS. 1 D°NOT TENCH TROUGH THE ROOT BALLS OF NEW PA NE SOIL TD PEAT MIXORE TO INCLUDE THAT URF AREAS SHALL BE VALVED BUNTINGS. 2,A CONTROL WIRE AT ALL "TOPSOIL.BIS EAT OR MANURE AND 10% www.htg-architects.com (WATERING,PRAYING,FFERILIZING,TMOWING. 1 MULCH SHUL SE SHREDDED "FROM SHRUB AMM GROUND COVER AREAS.IT ulneepolT oen4 ram Bnmate6 C)UMIL THE WORK HAS BEEN ACCEPTED BY MENDED THAT FULL SUN ARO SHADY AREAS TO 1 21.6. PROVIDE 26-INCH OF THE OWNER. BE VALVED SEPARATELY B WELL A6 HIGH RUNOFF AND ES VECOILE0NSIE VALVE BOX PLANTING WEED BARRIER LANDSCAPE FABRIC. HALL BE WATERTIGHT RECEIVE 4'DEPTH OF PLANTING SOIL MIXTURE 5 IF RE IS A DISCREPANCY BETWEEN THE OF 3'WITH No Low RUNOFT BEAD to BE vuvEOSPAPAEIY. FROM NOT MESS TRTHANTWO NOMMIN,['VERSIONS 2t CONNECTORS AE CONTAINED IN VALVE BOX ALL SEEDED AREAS TO RECEIVE r DEPTH OF 9300 Hennepin Town Road NUMBER OF PLANTS SHOWN ON T1E TITHE , GREATER THAT TOE PIPE PBSNG THROUGH. 21. ALL WRING BENEATH HAROSCAPES SHALL BE PLANTING SOIL MIXTURE. EDGE Or Minneapolis,MN 55347 SHOWNSCHEDULE,THE NUMBER OF PLANTS CR SHREDDED HARDWOOD MULCH WITHOUT FABRIC. DESMON OF THE IRRIGATION SYSTEM.NUMBER OF PLANTS SHOWN IN THE PLANT SPECIFIED BEDS SHALL RECEIVE r DEEP HARDSCAPE AND BUILDING LOCATIONS TOR TO THE ' CONTAINED IN&EEWxO.EPAPAEFROM PIPING. GROUNDOOVER AREBYALKEWE IRRIGATOR INSTALLER SHALL FURNISH AND INSTALL TeL 952.2)&8980 THE PLAN WILL TAKE PRECEDENCE 2 AND s sLRE MATEERiALR UNECESSARY DER SLA ROADWAYS,WALKS ARD FOR EASE OF WIRE INSTALLATION .40e0 Fax: 952.2)88822 IL IN FERTILIZER SHALL E GENERAL LEE COVERAGE TO ALL AREAS T°BE DRIVEWAYS E s R. AND REPAIR 216 EACH END TO DONTARERAMINIMMOFBMONTHB°NR'EST PURPOSE 10-10-10 IRRIGATED. GRA OFDE MARLINESSHN TURF . BE TO WHICH AT WIRE IS CONNECTED. •� • Io DISTANCE DGE7. ALL MATERIAL SH,L COMPLY WITH THE PROJECT EDITION OTHE AMERICAN STANDARD FOR 1.DECIDUOUS SHRUBS HEIGHT NOEDUN PUPA a SSYSTEM ESHOULD BN,E "ED TO COMPLETE WATER t TOPMMNNLIxEs sHN1B 21.8 ELUCMGROUNDING PER ELECTRICAL RS RECOMMENDATION ,•� ' .. NURSERYWRS MAXIMUM. TOP OFF LATERAL LINES SHALL BE AT LEAST"PARCHES NURSERYMEN. SCHEDULE. SENSORS. RAIN AND OTHER WATER SAVING TECHNOLOGIES e B GARDE. .n.SCHEDULE AND PROGRAM CONTROLLER AND V,VES OR •,►••••••II TRIANGULARSPACE. e 22.IF THE CONTRACTOR FEELS AN ERROR HAS BEEA Z SHELL BE INCLUDED THE DESIGN. t FITTINGS HE6AN0 URGER APPROPRIATE LANDSCAPE WATER REQUIREMENTS. C OPLANTING WNER. R^TIDNSA;NOPoo"oTMST�To°T"HE SPECIESOOF°RP°A1N0W SPACING ARCHITECT e PROVIDE THE OWNER WITH AN OPERATING SCHEDULE SHALL BE PUSH ON GASKET JOINED A"JOINT RESTTUINTS.MAINLINE""ORE HAVE � • DISTANCE- EWIDI6T0001 CENTRAL AUTOMOTIVE 9. GUARANTEE DAMAGE MATERIAL THROUGH ONE TO THE INSTALLATION OF PLANPLAN.NOTIFY THE UNOSCAPE T MATTERML. FITTINGS NSMALLER S S 9SHALL GLUED AND THAT •,��• CALENDARPLANT TREES WILL BE FIELD PRIOR TO PROJECT SHALL CHANGE IN OMECTIONR° PIAN CENTER YEATWO R.DECIDUOUS ACCEPTANCE. Re ARS FROM COMPLETION. COM ALL NEVA,'INSTALLED PUPA MATERIAL SHALL BE ANY • TIME OF PR LLEDIuwNO0000 0L°IN SHALL AVOID STALLS10 ANTPLANT a OVER-SPRAY ONTO ROAD,SIDEWALKS,SIGNS AND,e HES �� rI11,�w' MULCH t PROPOSED PLANTS SHALL BE LOCATED DRAINAGE SWALES OR WET 6 POORLY DWJNED PARKINGA .SPRINKLER ARCS SHALL BE DETERMINED ABOVE GRADE A MUNICIPAL.POTABLE STUD FOR CAREFULLY..SHOWN ON THE PLANS AND SHALL IRRIGATION INSTALLER TOOT ROME THE IRRGATION,COORDINATE WITH GENERAL CONTRACTOR, BE APPROVED BY IBLEFORTHE o ADDIGUSOFEE,°RCHSPRINKLERTOPROVIDETHE INSTALLER IS RESPONSIBLE FOR FURNISHING AND '�" NEW BUILDING THEYARE1 rii , 4.1L RWTBALL BEFORE REMOVAL OFCONTRACTOR TEAKS.GUYS.STRAPS �`").A�. _ 11.CONTRACTOR CAN SUBS-TIDE MACHINE MOVED HEA6ro.H COVERAGE AND BOOSTER PMP IF APPLICABLE. 'wATERMEER N—u.— PLANTING BOK FOR B 6 13 WITH wONEERSOD00 REPRESENTATIVE THE MAPLETON OF THE AeDIRECEDBYTHEOWNER. EEERI000R IIIIITTl.I11�-�-1d-I-II NAME SOIL APPROVAL. '°ROVAL2,THE PRA<TDEofSTAKING SHOULD NOT,LOW r MGL<HAPPAL.ropPLANTTRUNKORBEM OAK PARK HEIGHTS,MINNESOTA 1Z UNDSCAPE CONTRACTOR SHALL ENSURE THAT CUTERSCRFACE OF PENETRATE THE •KEEP.BEP SCHEDULE FOR PLANTSA SURFACE of APPROPRIATE o.c.SPACING SIMILAR SITES W H SIMILAR SOILS TO THE SOILS NEW TREES MOVED ONTO THE SITE ARE DUG M OF THIS CT MEAN/TO HEAVY,LIGHT TO THE CONTRACTOR SHALL MEET WITH THE OWNER ISSUEDSET LIGHT.EAVYON ME E IGHTSOILS). OWHEN THEY FEEL TPROJECT IS SHRUB BED SPACING(TYP) REVIMDN COMPLETE ACCOFDWG TO THE CONTRACT 1 ° DOCUMENTS. MENTS.LETE ACCORDING ISTSATISFACTORY AE IS ACOOS OF HCVE:N.i.S. DATE N0. t MAINTENANCE rPERIOD THE CONTRACT DOCUMENTS.TEN THE OWNER • DIS/10 CITY SUBMITTAL PROVIDE ELATING TO WATERING.FEEDING.DURING ECLARE THE PROJECT COMPLETE.THIS CCNTROL.AND EOEMS.THIS WILLBE 1ONR NONNI.°OF WIIE ONSTTTTE EETo"o FOR ALL t _—. PROVISIONAL INSPREPARED ARO PECTION APPED°PROVV OWNER HAS BEEN ST AL.THE OWNER SHALL PROVIDE A ES — - GIVEN BY OWNERS REPRESENTATIVE. TSIGNATURE BTanNG THE DATE OF I�olyi NOD RTI��1 TNTC FBR C THEE WIRAPRUL ACCEEANCE. , � s°HALL BE USED LIN ALL LANDSCAPEP.SHREDDED HARDWOOD " �5\y/IN 3 INCH WIDE ROLLS.PATE PLANTINGS AREAS AND UNDER TREES 1 TEE BESPECIFICALLY TEE MANUFACTURED FHULBEDFORREO ISOLATEDFRTOMPLAMING ARE.UNLESS \y' y'71 WC THE TRHITE IN UNKK US NG BIODEGRADABLET IDENT F ED OTNERW S. y SUITABLE FOR NURSERY USE AND ANICH IS EXPECTED YEA...EER°"S:TALA;INSTALLATION.WRAP ALTEES, \ <ENTERTREE NH ALE. y ., UPRIGHT y' CEPT RV TREE SHALL BE PRO I, 5�II R SINGLE STRAIGHT LEASER •;.;-.).,.,41EES E SECURED T n.wrBOIWA �41111114.1 I•/�IP HARDWOOD *,(00#1411111...- "' i NN UCKLE.ELME TO uxTOTx[siArtOF.Rvw,,,, \ 4— MILDN '.°'• '.....-/ �:aw"µow ANG MSD wN"°u R Ir AlI\�(y�1'' TREE TIKE SECURED TO STAKE.SECURE ).,_ Ald "J OR L3.OEM AWNPAVED i-_ �I TO TREE woHANTI-CHAFFING MATERIAL. DWT MOVEMENTDOF TREE. NOT FOR CONSTRUCTION _ i—F ALLOW FOR MOVEMENTOF TREE. S J'P SHREDDED HAROWWOMULCH JEFFREY W.OWNER H)9/f N4"'��'r��'w'�'vw • .I WRAP TREE W.TREE WRAPPING NOT TO SCALE PLAN VIEW OF TREE NG RESSOLATTNGS D FROMUNDER FLHrtINO F618BB M0I25TE II I 1-11-11 I MATERIAL AS SPECIFIED TO 1ST IDENTIFIED PAR e. - jA1�1Ik ±-111 VIII— OTHERWISE. Il�lllR1/SII SII T_ BRANCH MIN.�n i 2—' CENTER EEE IN HOLE.UPRIGHT ANDERSON Ir==TIM IT IiL1 °D �EDBEED OR BNG EB RADAR EAGER AFTER EXPOSING LAWN OR PUNTING BEDEWED ^^N^^ O EVERGREEN SHRUB PLANTING(TYP.) TREE ROOT FLAIR (SPADE EWEINALL LAWN AREAS) Ill•,sr, 3 DEPTH HARDWOODMULCH URE 2 PLANT FWRIS AT Z' 13.MIN.DLA EARTH SAUCER • SCVE:N.T.S. DUCKBILL ABOVE PAJACENTkid:4 (2)TREE STAKES DRIVEN A MIN.2' V A • CHEE Ois HEDT RNBUCKKLEFIN 6 GRADE ( BELOW GRADE(NWA SWI t'A'1I� /. TO REEWTH ANTOw F`GRRAMOYD6ExT uND5J'DEPTH MULCH lMER U 1IY airuGFaoR wMPACTEo 6oL 8'HEIGHT TAMPED WATER&161N EXP°NC OF THEE NAT SQL � //�11��i aHq //////���/// AT EDGE OF EARTH SAUCER RE R� �fI�1111 l� E OF EARTH SAUCERR� J DEP,MULCH 0 �rcel0 �� • ;Ulf N '/N/r 1\V I/� 111" EDGE III FINISHED GRADE / ill . V MIN.DIA EARTH SAUCER TTD --�� I1—ffi WE(ePBE II ,��� 5u iL ��1.r11♦I,11■1©; REMOVE BuaIAD,TwNE, L- �I a yy uL LAWN B1 .0",,,,,..7t ✓ w SURFACE APPLICABLE \t�JJ/ Rf III_- ROPE AND WIRE FROM TOP 1=� PLANTING DETAILS I Al I! AMP.1 d MRL :� BALL IT HALF OF ROOTBALL I URDU TONNE 1 IIF I = 11 111111.111111111.111...._II i�itly� II \ �IF�,��� I II 1 1 BLAMING SOIL TJ HANF OFFMREOOOTTe°.MALL i II— 11teF11 INTI I ,,I �j_ n I I II' 1 II I —m— I I 7 L M— VII 111 11 - — MOUND MIN.B' I�• 1 MOUND MIN. y INDMnREDpRDDMP COMPACTED SOIL MI TT 11— I-11=11= 1=II T 1:11 -FAIL ugny�.I DRAWN BY. JAF <EEKEDBY MD II II Ir 41.7_41i'ill UNDISTURBED GRBEOOR b II—II I-11-—lf.-11=1111= UNDISTURBEDa COMPACTEDeolL —I—I 111-"--P 111—I I I_, 1 ' — 1-.III=i1 — II—"'—ii COMPACTED ROIL 1=15=11 71411 1�1I Ih'.11=LL— UNE OF I I II-111=111 I11—=11 I I—I I II—Ill—IIIII —111—M1-111 L2.1 O DECIDUOUS SHRUB PLANTING(TYP.) BIALLr O DECIDUOUS TREE PLANTING(TYP.) O EVERGREEN TREE PLANTING(TYP.) 6R 4 SLNE N.T.S. 5 SCALE N.i.S. COPYRIGHT 0 BY HTG ARCHITECTS °g 0 g O i 47 '* N 0 _ $$i{5 p GJ V E Q Z W i F to 'FP o cc Q� ; � � � � � � � � � � � � ]h 2Q o ro 11 8` ¢ W 2 OZ gi ; flit 1 8 € 1°. E ^fes d U 8 --h l Y i I c- _- 1 CO $ H j[ I ! E..i I 1 C\ ,LI-Z—L7"'t-f--- -Q:a ............. J S 1 .0,u 7 .1, 40 .4— aE O $ [!'a i i `1Fcox 3 04 v :g, €N Q Z w Ii!! t ! ; HIHHiIIi m Q Y z A t €U flit 2-1 0` e 2,611110.10. F^ � 111 E `: t a E 1 a 4. 0 Q gA 3 2 _ _ f EA+ Lam:: .1 11 11 A t �$� II_ '\ g1 I I 4 i L_____Ifilf 1, r A 1F i CD III i, a 1 °ii& ID lz :° fir! L IZTANNECITNESSNommentell 11Ilifilit/lint■ -— _ __ 1111111' g VMfjli = ®SME dD 10 s S ti- i hg ?3s §sv 2i iii $i $8 i 0 + + _ c E o i ag as co 0 = l A. E L Q zW I M o�m Q N 3$ r p 3 Y Z S i $$aa�r E g el I u W Z OZ 3 gg z_a N d &E a� a U 0.141.6335 Y • ii i L5 gryi P IP rd L p@6 pB illiiimminri' ti ii 1.11111111. ili 0 0 .tx h; 03 8g 7 CD r. $3 n�I:tVaL�os r..g-4n_-- i Z H CD- I I S 'IE v � v '�1s.iiri:�" ' � ilC 118 3 4 CD la 7. ill g bas ill IIIIIIIIMIIMiiiIIINIIIIIMIll ,, Ce7 Pi Ro • 0 0 0 i�I 11 it ° .4'i il bil 8 8 _. 18 L_fialt li N1 / + + yc., a�?w. e hl'-11f!Oi1t11ot11�Y' . ; A € €2611hai��-. rsP L 4" Y .91: 0 } � �11�i M' n r 1',Z ' 111111 '1I1 � 41 11'_I ;I I B — ISI rll n; o-, :v.:4, MI N1= � Hsi 11♦d ApelAhlr411 MON 1 . lilt I�egG •- _'4 "`r l� �/P 4n Ort if ��I /�1 --"l"'"'NNIIIIIIIIIIIIIIIIIIIIIIIIIII II 1111—,,, 11111.-1111wwl--- .. nil 01 . EXTERIOR VIEW 1 EX11 CENTRAL AUTOBODY OAK PARK HEIGHTS,MINNESOTA architects 04/09/19 & 4r7 'S „..... 4,. s .., ti- .. . ,., .5. , . _. , . . 4.„,,,,. ..,,,,. . . ter. -',. • . . t,,,....,,c. 4.1•4- , ,,,,, •. : - -,. ..,,,t.„– — _________ ... . , . ,-,..1..,..„...4.,,,: • ,,,,. : -;•,-,, -,-,,s ,..,t 111M16. ____ 111111111 IIIMM mum in No at 1 1 MIMI Hon Pm 1.1 116 al 1111 16 1111 MIN MN MN NI am i _ 1.11.___ NEN mil 1111 le k Fili .............--.--.— ...... ,MOM 1,.--- - I mi [NM u ......-7-.------ 1111 = .1••• rifts__ I--m ____ 1 ._ ' , „ _--------- -441110.0"'""A4' EXTERIOR VIEW 2 architects EX2 CENTRAL AUTOBODY OAK PARK HEIGHTS,MINNESOTA 04/09/19 Do i: cS zdi $ 1 A 1 iii i i 1 fi § 9 § §l H, ;a Ias `a g o 14 ili all s Ilii ■■M6 nrs: of1 ii!" ig i',..ii — yg' °� ¶ rlu! 0 IIII 11: 1 E3�. p C� - -I 11 4 jai 1 1 ...int ,- 1.11 1 I ' ' i me 1 1 z, 11111k 1 nous ,;. _ , NMI 11 I � I Al,1 MENU 6 'y‘:yv 1111 1 iimi 2 ex ■ g el i i I Z � g k 8 1 III p E I s O. 5 L , 111101 !la � QE II �� J n gP 4D 49 1 I /1 ill X LU trig4-19 y ► „ate le }ti .y ams - !w/ Vk• : ✓i" S i, � MIMYw. „i�.,R „ qOt n . I 7 f rwmm .r s+;° ., - n if---4,, 1 * . I fit~ A IlL. ii ill 1--- - L ,....,, , . kI , n uN�4`7 �1N' H �a ^' r s.'nmJ v .. 4 y ,,,,, ., + {g e �, .... /, �lry iia. r �� t !P! �IB 1111111 N F. .7------ --- __ f i1 'jig!yip e� t is1e4vI ° t ` I a� "4 4 .,/'yt fIii� w i l9! i '1 i q i r / 1td`rII.' E41'101,' ' of, k''1-4'1,:„.1-5f,''''.1,' � a - , I If fslil ,e .. rr ` ,.. ,2 1 AI ilia ' it»fir � http5://www.butlermfg.com/building-gallery/. '�r l./ ,Al BUTLER BUILDING EXAMPLES EX4CENTRAL OAK PARK HEIGHTS,MINNESOTA architect p 04/09/19 . . OAK PARK HEIGHTS AUTO PLAZA 2ND ADDITION t„,(42.0 ,,---grrz,zrout,Tzr„vr- 1 1 ,:,..1,,,,,,,PZ1110111.BT MESE PRESENTS,That MXNXKYXXX Inc.,a Minnesota company,fee o.er of the following described poperty Au,.in Ow County of W..Ington.State Oudot A,OAK PARIS HEIGHTS AUTO PLAZA.aocording to the moor.plot thereof. NORTHEAST CUARTER Except OM part described as followw beginning at the Northeast corner of Lot 1.Block 1 of sold OAK PAM<HEIGHTS AUTO PLAZA:thence South 00 degree.59minutes 27 seconds East along the eagerly line of add 0,Iot A a.Ito southerly extension.a c.a.of 204.11 feet:thence northeosterly a*lance of 221.13.1 on a nen-tangentlal WI 1 eurw,.concave to the northwest.hmIng a rod.of 195.33 feet,o central angle of 54 degree.51 mina.4/3 seconds,and a chord the beam North 31 degree.02 rninutee 3B moonds East a Mean.of 209.51 fee,thence Narth 01 degree 23 minute.17 se..W..tangent to the last demo".cum.a distance of 26.51.1 to a point of the northerly line of Outiot A:thence Sou.59 eiscree•00 minutes 33 moor.West Wong eaid northey I.a distance of 110,5 feet to.point al beginning. 1317.87111- -7 It 1 NeiranrE 54.97 IP 6 it, luigt;7::.drntetTrz,17,:trtexdoon,d plat.as OAK PARIS MONTS TO PLAZA 90O ADDITION and does hereby el.dicate ta 1.public for public use.dralflage and ,'A r——--\ —"OF THE NORTHEAST QUARTER i I \ In witness.ereal said.030000.4.Mo..a Minnnota company hon caus.these present.to be eigned er we wow o.....—aar 0 %MUM.o M....CORIP0.1, 4) ,4189.00.41.8 1385. I \' `I Sign. .Its — — \ 1 '''.°64'.2'''' — (l'''.-NORDIEAST CORNER'OF LOT 1, eS 7.7,1 I 0H \ ',1. STATE OF\ 51.0.I,OAN PARK HEIGHTS AUTO PLAZA. l'''41. \ C'it COUNTY Cf SECTION 4 TOWNSHIP 29 NORTH •the _of IIXa=a7.:MpwollcPeeTY7--- *1 \ \ I '' 1 I --Z----• 1 i \ . Sipolure 1 1 OAK r....-----,.. 1" ; 1.6 \ .f., \ 2271411, County...ea. Printed / RANGE 20 WEST ,..,..Eld..do heroellfy that this plat watt prePred by Me or under rny cilwol euperMsion;that I on a duly No..Land Su.,.Ow..t•of N.H..:..t.1. I eby tr..1""="'VZ"..tnUrt.° rIL=1,:;',..,1'°'"1:11,'"3",:dmV.:Vr.Ln,VI 5 .7, PARI889'30'07E ...ft..........owl MM.an this plat;and all public ways ars.hown and labeled an Mu plat. AI ?, :3' / \ 51.34 \\ .6. EAST Zngx:r"' , 1 / // STA1E OF MINNESOTA \ ItCOU.CTY OF W./ '\ Z' 40 / The foregolng Survey,.Dertlficate was acknowledged before me I._220 29 .20_...by Jock Mks.Lond Su.,Minn..I.rMinne.No 20201 ‘,. . \ s 1... , L , .-- rr•• , e cekp ,,J / -—EirrEiriZSZERF e / ) Signature -,.---"- S / OAKS PHnt. 1- _L__ . _---- e ,. q5" // ,209 SUVEYOR =.,..., *""' / / 1TS.1E/Gti1 ,u 1 8 --)/ WASANINGTON COUNR 59 771 -- _ )) ''/ --- I hereby certify Mat in accordance with Minnesota Statute.,Sect.505.021.*009011.002.020 hos been re.wed and approved NM 220 29 --- ' 1—, -- .59.5W.' ''!'IY2-1•- • 7 2 10 W. g -- Ne9.00.41-E 50.00 .LF'5/.O...=107.63 ,re,-,, • Waebington County Surveyor 1-.',C PHD'''',.E1GM''''' t• I S) - A b'TO CITY COUNCI CITY Cf OAKL,PARK WEIGHTS MINNESOTA ..... 11————'—'- 002,00 of OM PARK HEIGHTS AUTO PLAZA 200 AD009.1.appro..02 accepted by the.Oty Loan.of the City of 044 Park Heights.Minnesota at a reguior meetIng ID 5 thereof II L 0 T 1 g ::::: .o=ance with proNalone-of lArn-e-roto Statute.,S..505.03,Su.2. LIJ m 0. ....-CEN7RLINE OF 10 FEET CADE 9.., 0`. E3 ' Irg=r1E0aZT I ‘C NUMBER 417793 PLA ZA WASHING.COUNTY AUDITOR ,,.. Pursuant to M...Statutee,Seel.272.12.there are no delinquent tax..transfer entered thle day Of 13 () g i () ' 01 Wu...County Auditor Deputy (i) . R i WASICHOTON COUNTY'MEASURR , '5 2 Pm to Minnesota Statutea 50.0.505.21.Sudh.D.Current Waft pa..for th..20_On.land here.b.fore dr..hove been pald. , 54.52 ! __.. _ _ \ 1 1 N895738'W 471.58 1.0 T A 1.C.'r 8 C i C C ;' '''' 1 .../OHNSON Wwwwton COun,Tr...ur., 0e524Y 01.5 NUMBER 69 ESTATES WRIGHT COUNTY RECORDER I hereby artily that thls inenarnent woe filed In the off..22 00.County Recorder for record on 1. 2,0.1 1 1 1 _o'clow,_ht.and wee du,recorded in cabinet No. ... .as Document No. 1 . DRAINAGE AND 00217 EASEMENTS ARE SW.THUS I 2 _ RECEIVED APR 2 it 2019 00900 County Rwanda '-rowireFFInicia4V2F:17::"• . ' NO SCALE riM'a M "EM,71s 1,=.0,7,-4PLY110,:r 0200105",,,,,,,,,,,,,,," r-",cc,,,,,...... 0 30 60 At'-'"ANDERSON .-MING fillii. 0 072 *2 2000* I = !!1 AI,.ENGINEERING TA,r1Z.VIK gq,°L A.,'s.'"IroTo;°,,K+' •DENOTES FOUND 2/2 NCR moN MONUMENT SCALE IN FEET ENGINEERS. • AROSTECTURE • UNDSURVEYING 1 INCH=30 FEET ENVIRONMENDAL BERMES • LANDSGPE ARCHITECTURE C%4 11100OVOZOILW NAM eeoe sre isa w e 9 Z d N' NO,1..9ln:mss MN`S3AI`S.11-1013H`S.11-1013H)IHVd)IVO ost 9 = WO1f1V 7,11:11N300 46£SS NW'31tlMtld N303 a 'v' m 931V1ea�Nuunoreol e�ou9wmua NVId 1:1001ds 00SSV tlVJZYiW ¢ if:FB 0 1999•9 #09 f 9066L:#Pefad ME 0 N N CC .o A .o •5 o c a o 0 0 - d w L 0 0 0 0 0 1 L ,o w . . A . A . .a . A .o .�x A 0 0 ce ry---moo A A A A :o ` A • A A .? A to d E a \ a .o ��—_- R�r .q A 3RD 0�o 0 0 0 a .n r Iry cm I ` 9 \. . .o A •o . G o •? •.-'- . I n-1 c 11 •0 .o F o- o 40 0 . A . A .4--- dam. A • . o 4 '.d3 4`",W ,tV di-4p' . •o . E9 t?tau l2 2 1 3112 ' _ 9 m 9 o .N ,.aCY .1,`,1 •o/ Ami: A A Jo 1.4 o\ r., rs Y \. gi 1,''co <22 -F . 6 WW isQ• . 6 , A ,Q o ® o 9 o Zmm m A 0 0 0 Y <oo • o .0 R .a a A A 4 4 0 H a ^1 o ddd o .0 0 ,01 f.i v r-_\ A 00 4 A P ni .Al zc. rid �LL X tq iii o •o .6 .0 .a. I _ o 8 6 '" I 1. <'i 1i .0 .g; A 01 C .n 0 0 w--ry-.0 .- I - • .,:_ o .R A Y o 11 f= 1 O. o i o a b, oar c .o 1.0 .q o o F1 A :.Y' A ,au d o , •o b q a ,n CV a `4, n o ce m n 3 Jill 4 A o A A � o 0 a o 0 0 0 0 0 0 -a X0 a o 0 0 0 0 0 A A A A --1:—..7,27•o 0_0 -, .o _o.— _•o •o •o .0 ho- .o-o- o 0 0 .a {[ A A A 0 0 o I4. ^• - o----e-.9 ;g7'fie-00 o . •o A • •A ; . •q0 g��9 p,i . . god p¢ .0 • • . . • A Y$S/0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '0 •0 •0 •o •0 •o •0 •o •0 o .4 .0 s� A. o .� a�,4_o_-A. .g--d1--,,g 0__-o- -0- Wim.— ..o_o —_ _ __ 0 .0 4. .Q • - .o 4. A .o— • - .o -.6 A . .6 A .6 A A o 1 €a $ 1 vat]E iiia 1104 §od$. 51$m 551i/....2., a��� I 's m� E 1i me 5s55Ni Huey -7 HUBBELL ��.._.�� Outdoor Lighting DATE: 1 LOCATION: 4-42...) TYPE: I PROJECT: CATALOG#: SLENDER WALLPACK tradeSELECT• FEATURES • Two sizes for a variety of applications • Ranges from 21W to 80W with up to 8000 lumens • SG1 Series replaces from 100W-150W HID;SG2 Series replaces fromIlk . 150W-250W HID • Comfort lens available as an option or accessory provides glare control and enhanced uniformity • Knuckle and trunnion accessory mounting kits available for flood applications • IP65 and certified to UL 1598 for use in wet locations up to 40°C ambient • DLC(DesignLights Consortium Qualified-see www.designlights.org RELATED PRODUCTS 01- : �� 8 LNC Litepak 8 LNC2 Litepak 8 LNC3 Litepak sP w �.� 8 LNC4 Litepak 8 GeoPak 8 GeoPak2 C US ntto il '3000K and warmer CCTs only SPECIFICATIONS HOUSING ELECTRICAL CERTIFICATIONS • Rugged die-cast aluminum housing with • 120-277V,50/60Hz electronic drivers • DesignLights Consortium°(DLC)qualified. corrosion resistant powder coat finish 347V and 480V available in large SG2 housing Please refer to the DLC website for specific •• Heating dissipating fins provide superior product qualifications at www.designlights.org thermal performance extending the life of the • 10KA surge protection included • Listed to UL1598 for use in wet location, electronic components OPTIONS/CONTROLS listed for-40°C to 40°C applications • Impact resistant tempered glass offers • Button photocontrol for dusk to dawn • IDA approved with zero uplight for 3000K zero uptight energy savings.Stock versions include and warmer CCTs 120V-277V PC with a cover which provides a • Comfort lens available as an option or choice to engage photocontrol or not.PC is • IP65 accessory to reduce glare(7-10%lumen installed in top hub reduction)and provide better uniformity WARRANTY • Occupancy sensor available for on/off and • Five year limited warranty;for more OPTICS dimming control in larger SG2 housing information visit http://www.hubbelllighting. • 3000K,4000K and 5000K CCT nominal with • SiteSync"wireless lighting control delivers com/resources/warranty/ 70 CRI flexible control strategies for reducing • Smaller SG1 housing has 2 LEDs,larger SG2 power consumption and minimizing housing has 3 LEDs maintenance costs while delivering the right light levels with a simple and INSTALLATION affordable wireless solution See ordering • Side hinge allows for easy installation information or visit www.hubbelllighting. and wiring com/sitesync for more details RECEIVED APR 2 4 2019 • Side movement avoids damage to the lens • Battery backup options available in larger and helps prevent injury common in drop SG2 housing rated for either 0°Cor-30°C. down hinge designs Performance exceeds NEC requirement • Mounts to 4"junction box and includes a providing 1 fc minimum over 10'x10'at 11' KEY DATA gasket to help seal electrical connections mounting height Lumen Range 2263-8079 • Four 1/2"threaded conduits hubs for surface confuit provided Wattage Range 21-80 Efficacy Range(LPW) 101-113 Fixture Projected Life(Hours) L70>50K Weights lbs.(kg) 4.3-11(2.0-5.0) Page 1/8 Rev.04/22/19 ©2019 Hubbell Outdoor Lighting,a division of Hubbell Lighting,Inc.Specifications subject to change without notice. HueeELL HUBBELL WGHLED-SPEC 701 Millennium Blvd•Greenville.SC 29607/Tel 888777.4832/Website www.hubbelloutdoor.com Linhtinei HUBBELL ��u� Outdoor Lighting DATE: I LOCATION: TYPE: 1 PROJECT: CATALOG#: SLENDER WALLPACK ORDERING GUIDE Example:SG1-20-3K7-FT-UNV-DB-PCU-CS CATALOG# ORDERING INFORMATION Housing Distribution Color/Finish Control Options Options SG1-10 Size 1,10W 3K7 3000K, FT Fwd Throw UNV 120V-277V DB Textured Dark PCU Standard 0-10V dimming CS Comfort Lens SG1-20 Size 1,20W 70 CRI 120 120V Bronze SCP'23 Hi-Lume 1%3-wire/EcoSystem E'2 Batter 0°C SG1-30 Size 1,30W 4K7 4000K, 277 277V BL Textured Black LED Driver EH'22 Battery w/heater 70 CRI WH Textured White SWP" Hi-Lume 1%2-wire LED Driver -20°C SG1-40 Size 1,40W 5K7 5000K, UHV 347V 480V 70 CRI GYS Smooth Gray (120V only) SG2-50 Size 2,50W PS Smooth Plat.Silver SWPM" Osram dimming to 1%0-10V SG2-80 Size 2,80W CC Custom Color Specify MTG HT for SCO/SCP&SWPM 8F Up to 8' 20F Up to 20' Notes: 1 Available in SG2 only.UHV available in SG2-50 only 2 Sensor controls&battery backup can not be used with flood accessory or kit or for inverted/up mounting,120-227V only for SCO/SCP,120 or 277 only for SWP.SWPM,E&EH 3 Must order minimum of one remote control to program dimming setttings.0-10V fully adjustable dimming with automatic daylight calibration and different time delay settings,120-277V only STOCK ORDERING INFORMATION Catalog Number CCT/CRI Wattage Mounting Height Color Color Delivered Lumens LPW Weight lbs.(kg) SG1-10-PCU 50001(70 11W 8-12ft 120-277V Dark Bronze 1349 122 4.3(2.0) SG1.10-4K-PCU 4000K/70 11W 8-12ft 120-277V Dark Bronze 1424 129 4.3(2.0) SG1-20-PCU 5000K/70 21W 8-12ft 120-277V Dark Bronze 2263 108 4.3(2.0) SG1-20-4K-PCU 40001(/70 21W 8-12ft 120-277V Dark Bronze 2310 110 4.3(2.0) SG1-30-PCU 5000K/70 29W 10-15ft 120-277V Dark Bronze 3270 113 4.3(2.0) SG1-30-4K-PCU 4000K/70 29W 10-158 120-277V Dark Bronze 3060 105 4.3(2.0) SG1-40-PCU 5000K/70 38W 10-158 120-277V Dark Bronze 4008 105 4.3(2.0) SG1-40-4K-PCU 40001(/70 38W 10-158 120-277V Dark Bronze 4070 106 4.3(2.0) SG2-50-PCU 5000K/70 51W 12-188 120-277V Dark Bronze 5548 110 11(5.0) --> SG2-50-4K-PCU 40001(/70 51W 12-188 120-277V Dark Bronze 5526 109 11(5.0) SG2-80-PCU 5000K/70 80W 15-258 120-27N Dark Bronze 8061 101 11(5.0) SG2-80-4K-PCU 4000K/70 80W 15-25ft 120-277V Dark Bronze 8079 101 11(5.0) Page 2/8 Rev.04/22/19 ©2019 Hubbell Outdoor Lighting,a division of Hubbell Lighting,Inc.Specifications subject to change without notice. HUBBELL WGHLED-SPEC 701 Millennium Blvd•Greenville.SC 29607/Tel 888.7774832/Website www.hubbelloutdoor.com Llahtlna � HUBBELL 4"`uu yy_� Outdoor Lighting DATE: I LOCATION: TYPE: I PROJECT: CATALOG#: SLENDER WALLPACK ORDERING GUIDE OPTIONS AND ACCESSORIES Catalog Number Description Weight lbs.(kg) SG1-CS Acrylic comfort lens for SG1 1(.45) SG2-CS Acrylic comfort lens for SG2 1(.45) SG1-YOKE SG1 Series Yoke/Floodlight mount kit,includes visor 2.0(1.0) SG1-KNUCKLE SG1 Series Knuckle/Floodlight mount kit,includes visor 2.0(1.0) SG2 YOKE SG2 Series Yoke/Floodlight mount kit,includes visor 2.0(1.0) SG2-KNUCKLE SG2 Series Knuckle/Floodlight mount kit,includes visor 2.0(1.0) SCP-REMOTE' Remote control for SCP option.Order at least one per project to program and control fixtures 1(.45) SG2-PMA-3-XX 3"Pole Mount adapter for 5G2,both square and round,XX=finish 7(3.5) SG2-PMA-4-XX 4"Pole Mount adapter for SG2,both square and round,XX=finish 7(3.5) SG2-PMA-5-XX 5"Pole Mount adapter for SG2,both square and round,XX=finish 7(3.5) SG2-PMA-6-XX 6"Pole Mount adapter for SG2,both square and round,XX=finish 7(3.5) ❑ SG1-SPC Vandal Resistant Lens(shield polycarbonate),SG1 3(1.5) SG2-SPC Vandal Resistant Lens(shield polycarbonate),5G2 3(1.5) SG1-WCP Universal Wall Cover Plate,Dark Bronze,SG1 10(5) SG2-WCP-H Horizontal Mount Wall Cover Plate,Dark Bronze,SG2 10(5) SG2-WCP V Vertical Mount Wall Cover Plate,Dark Bronze,SG2 10(5) SG2XL-WCP-H Horizontal Mount Wall Cover Plate,DB,SG2 with battery or sensor 10(5) SG2XL-WCP-V Vertical Mount Wall Cover Plate,DB,SG2 with battery or sensor 10(5) ACCESSORIES AND SERVICES(ORDERED SEPARATELY) Control Options SWUSB' SiteSync'interface software loaded on USB flash drive for use with owner supplied PC (Windows based only).Includes SiteSync"license,software and USB radio bridge node. SWTAB' Windows tablet and SiteSync'interface software.Includes tablet with preloaded software, SiteSync'license and USB radio bridge node. SWBRG2 SiteSync-USB radio bridge node only.Order if a replacement is required or if an extra bridge node is requested. Notes: 1 When ordering SiteSync"at least one of these two interface options must be ordered per project. 2 If needed,an additional Bridge Node can be ordered. Page 9/8 Rev.04/22/19 ®2019 Hubbell Outdoor Lighting,a division of Hubbell Lighting,Inc.Specifications subject to change without notice. HUBBELL r HUBBELL WGHLED-SPEC 701 Millennium Blvd•Greenville.SC 29607/Tel 888.777.4832/Website www.hubbelloutdoor.com LIOhtinef r-:,"y�, HUBBELL Outdoor Lighting DATE: I LOCATION: TYPE: I PROJECT: CATALOG#: SLENDER WALLPACK PERFORMANCE DATA #of Drive System 5K(5000K NOMINAL 70 CRI) 4K(4000K NOMINAL 70 CRI) 3K(3000K NOMINAL 80 CRI) Description LEDs Current Watts Lumens LPW B U G Lumens LPW B U G Lumens LPW B U G SG1-10 2 140mA 11 1349 122 1 0 0 1424 129 1 0 0 1003 91 1 0 0 SG1-20 2 250mA 21 2449 115 1 0 0 2310 110 1 0 0 2054 95 1 0 0 SG1-30 2 350mA 29 3332 117 2 0 0 3060 106 1 0 0 2913 100 1 0 0 SG-40 2 450mA 38 4008 105 2 0 0 4070 106 2 0 0 3845 100 2 0 0 5G2-50-UHV 3 350mA 44 4633 106 2 0 0 4609 105 2 0 0 3895 90 2 0 0 SG2-50 3 415mA 51 5548 109 2 0 0 5526 107 2 0 0 4700 92 2 0 `,0 SG2-80 3 650mA 80 7851 98 2 0 1 8079 103 2 0 1 I 6721 86 2 0 1 *347 and 480 VAC input Lumen values are from photometric test performed in accordance with IESNA LM-79-08.Data is considered to be representative of the configurations shown.Actual performance may differ as a result of end-user environment application and inherent performance balances of the electrical components. ELECTRICAL DATA Catalog number #of Drivers Input Voltage Current System Power (AMPS) 1 120 0.09 11.0 SG1-10 1 277 0.04 11.0 1 120 0.18 21.0 SG1-20 1 277 0.08 21.0 1 120 0.24 28.9 SG1-30 1 277 0.10 28.9 1 120 0.32 38.3 SG2-40 1 277 0.14 38.3 1 347 0.13 43.5 SG-50-UHV 1 480 0.18 43.5 1 120 0.42 50.6 SG2-50 1 277 0.18 50.6 1 120 0.68 79.8 SG2-80 1 277 0.29 79.8 PROJECTED LUMEN MAINTENANCE OPERATING HOURS Ambient Temperature 0 25,000 50,000 TM-21-11' 100,000 L70 L96 60,000 (Hours) 25°C/77°F 1.00 0.98 0.97 0.96 0.95 >791,000 40°C/104°F 0.99 0.98 0.96 0.96 0.94 >635,000 1.Projected per IESNA TM-21-11`(Nichia 2198,700mA,85'C Ts,10,000hrs)Data references the extrapolated performance projections for the base model in a 40°C ambient,based on 10,000 hours of LED testing per IESNA LM-80-08 Page 4/8 Rev.04/22/19 0 2019 Hubbell Outdoor Lighting,a division of Hubbell Lighting,Inc.Specifications subject to change without notice. u,,ee, ° HUBBELL WGHLED-SPEC 701 Millennium Blvd•Greenville.SC 29607/Tel 888.777.4832/Website www.hubbelloutdoor.com Liol�tino HUBBELL I Outdoor Lighting DATE: LOCATION: TYPE: I PROJECT: CATALOG#: SLENDER WALLPACK LUMINAIRE AMBIENT TEMPERATURE FACTOR (LATF) Ambient Temperature Lumen Multiplier 0°C 32°F 1.02 10°C 50°F 1.01 20°C 68°F 1.00 25°C 77°F 1.00 30°C 86°F 1.00 40°C 104°F 0.99 50°C 122°F 0.96 Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C(32-104°F) DIMENSIONS SG7 C!ai :i / !� A B C Weight 419" 7.80" 6.61" 4.4Ibs - (107mm) (198mm) (168mm) (2kg) SG2 a B ii p ��� A B C Weight I�`=�I" 5.80" 1114" 9.52" 11Ibs L A —I C (147mm) (283mm) (242mm) (5kg) SG2 with occupancy sensor and battery options 'calmIlk B [mit Iii II _o A B C Weight Ned 7.26" 13.84" 9.52" 11Ibs A C (184mm) (352mm) (242mm) (5kg) Page 5/8 Rev.04/22/19 ©2019 Hubbell Outdoor Lighting,a division of Hubbell Lighting,Inc.Specifications subject to change without notice. ., " HUBBELL WGHLED-SPEC 701 Millennium Blvd•Greenville.SC 29607/Tel 888.777.4832/Website www.hubbelloutdoor.com LhohtInes HUBBELL r '-----•,,,--- Outdoor Lighting DATE: I LOCATION: TYPE: IPROJECT: CATALOG#: SLENDER WALLPACK PHOTOMETRY SG1-10-4K7 LUMINAIRE DATA ISOMETRIC FOOTCANDLE Description 4000 Kelvin,70 CRI 30 Distribution Type Forward Throw Delivered Lumens 1424 Watts 11.4 20 Efficacy 125 Mounting Wall I 10 ._ __ _- __ __1 ZONAL LUMEN SUMMARY 1 Zone Lumens %Luminaire 1 o Downward Street Side 996.6 70.0I Downward House Side 427.8 30.0 j Downward Total 1424.4 100.0 ° Upward Street Side 00 0.0 30 20 10 0 10 20 30 Upward House Side 0.0 0.0 HueeELrou 10'MountingHeight 5.0 FC 'JJ.1.0 FC scvu•°ype Upward Total 0.0 00 9 2-Cr,c x. Total Flux 1424.4 100.0 '__ 2.0 FC 0.5 FC s-C`a°0°°°` SG1-20-4K7 LUMINAIRE DATA ISOMETRIC FOOTCANDLE aM„.,.. „ Description 4000 Kelvin,70 CRI 30 • Distribution Type Foward Throw I Delivered Lumens 2310 • 20 Watts 20.9 Efficacy 111 • • Mounting Wall j ii ZONAL LUMEN SUMMARY Zone Lumens %Luminaire u6eElL OUTDOOR aniN° 50120-Po° Downward Street Side 1618 70.0 o I Sing Downward House Side 6921 30 j Downward Total 2310 100.0 0 Upward Street Side 0.0 0.0 30 20 0 o o 20 30 Upward House Side 0.0 0.0 PWee nr cwPaivaa Upward Total 00 0.0 10'Mounting Height 5.0 FC L 1.0 FC morn °" '..P. mr amr.p Total Flux 2310.3 100.0 2.0 FC C 0.5 FC SG1-30 LUMINAIRE DATA ISOMETRIC FOOTCANDLE Description 4000 Kelvin,70 CRI 30 I Distribution Type Forward Throw Delivered Lumens 3060 Watts 29.1 20. ll . Efficacy 105 Mounting Wall • ' 10 ZONAL LUMEN SUMMARY HUBBELL S°1-30-PG Sfing Zone Lumens %Luminaire Downward Street Side 2619.4 70.9 ° • Downward House Side 890.4 29.1 Downward Total 3059.8 100.0 to - - Upward Street Side 0.0 0.0 30 20 10 0 10 20 30 Ca.coHl.ons Ix Upward House Side 00 0.0 � Upward Total 00 0.0 10'Mounting Height r 5.0 FC [__11.0 FC Total Flux 3059.8 100.0 [_.2.0 FC F10.5 FC Page 6/8 Rev.04/22/19 ©2019 Hubbell Outdoor Lighting,a division of Hubbell Lighting,Inc.Specifications subject to change without notice. HUBBELL ® HUBBELL WGHLED-SPEC 701 Millennium Blvd•Greenville.SC 29607/Tel 8887!74832/Website www.hubbelloutdoor.com Liahtino e:.�..i� OutdooruBLighting DATE: I LOCATION: ' TYPE: I PROJECT: CATALOG#: SLENDER WALLPACK PHOTOMETRY SG1-40-4K7 LUMINAIRE DATA ISOMETRIC FOOTCANDLE Description 4000 Kelvin,70 CR1 4G • Distribution Type Foward Throw Delivered Lumens 4070 Watts 38.1 30 Efficacy 107 .• • Mounting Wall 20 ZONAL LUMEN SUMMARY - Zone Lumens %Luminaire 10 - Downward Street Side 28577 70.2 Downward House Side 1215.5 29.8 Downward Total 4070.2 100.0 - o Upward Street Side 0.0 0.0 Upward House Side 0,0 0.0 HUBBELL OUTDOOR Upward Total 0.0 0.0 10 ----.__L,..-! - _ - ----- 3111410-41(-PCU w r' WM Mount Total Flux 4070.2 100.0 2.Gr4000K LED, • 20 i 30 20 10 0 10 20 30 10'Mounting Height E.5.0 FC 1.0°C SG2-50-4K7 2.0 FC 0.5 FC w•„ �„,ra,d„w, LUMINAIRE DATA ISOMETRIC FOOTCANDLE Description 4000 Kelvin,70 CRI 45 • Distribution Type Foward Throw Delivered Lumens 5525.7 i Watts 51.7 30 Efficacy 107 I I Mounting Wall ZONAL LUMEN SUMMARY Zone Lumens %Luminaire I - Downward Street Side 4611.8 83.5 ° Downward House Side 913.9 16.5 Downward Total 5525.7 100.0 - 15 - Upward Street Side 0.0 0.0 4s 30 16, • 45 Upward House Side 0.0 0.0 / -- Upward Total 0.0 0.0 15'Mounting Height ❑5.0 FC 11.0 FC / ,I--:H._ Total Flux 5525.7 100.0 2.0 FC , !0.5 FC SG2-80-4K7 LUMINAIRE DATA ISOMETRIC FOOTCANDLE Description 4000 Kelvin,70 CRI 45' Distribution Type Foward Throw Delivered Lumens 8453 Watts 78.5 30 Efficacy 108 Mounting Wall • 15 ZONAL LUMEN SUMMARY HUBBELL OUTDOORLIGHTNG 5Q eu.RCu Slog Zone Lumens %Luminaire Downward Street Side 6677.7 79.0 ° Downward House Side 1775.5 21.0 Downward Total 8453.2 100.0 15--- Upward Street Side 0.0 0.0 45 30 15 0 15 30 45 Pnotuneinc, a,a•Ems-c«, p,+ww,.•n•', Gikulatens eased Upward House Side 0.0 0.0 R.,..arm..a...ofm oulacrW..r M. Upward Total 0.0 0.0 15'Mounting Height 5.0 FC L_,'1.0 FC Total Flux 8453.2 100.0 _2.0 FC r 10.5 FC a Page 7/8 Rev.04/22/19 ©2019 Hubbell Outdoor Lighting,a division of Hubbell Lighting,Inc.Specifications subject to change without notice. " HUBBELL WGHLED-SPEC 701 Millennium Blvd•Greenville.SC 29607/Tel 888.7774832/Website www.hubbelloutdoor.com -'u s Liohtino i-----77 --.; HUBBELL I Outdoor Lighting DATE: I LOCATION: TYPE: I PROJECT: CATALOG#: SLENDER WALLPACK ADDITIONAL INFORMATION Shipping Information Carton Dimensions Carton Qty. Catalog Number G'W(kg)/ g Heightper Master Pallet Qty. CTN Length Inch Width Inch Inch (cm) i (cm) (cm) Pack SG1 4.351bs(2kg) 9.5(24) 8.25(21) 5.25(13) 6 98 SG2 11Ibs(5kg) 14(36) 11.5(29) 8(20) 2 64 Accessories and Services Comfort Lens Visor Mounting Options Photocontrol Hinged Housing Door � � .41._ ilitii:-H I1 Acrylic comfort lens Visor accessory Flood mounting accessories-1/2"threaded Photocontrol option Side hinged for easy provides glare control, included with mounting knuckle or yoke(includes grommet and 3'SO cord) available for energy- installation and wiring improved visual comfort accessory kits saving dusk-to-dawn access,single screw secures and better uniformity operation housing closure ° ° : ti , v�1 %r 1 I \\_ I ll 1‘ 111 ,,,, 1 .• lb • .<4p: ,,, 1 -- :11SG(X)-PMA-(X)-XXgy,,ii 11 - ins SG(X)-CS 1 (0 1, FIS SG(X)-SPC L ° SG(X)-YOKEh% ° I " 1 c i ' SG(X)-KNUCKLE SG(X)-WCP-H SG(X)-WCP--V Features Emergency Mode(EH) Wireless and Occupancy Controls hill11111111111111111111. * j ' 1 IL4.711W Battery back up feature with side indicator. SiteSync"Lighting Control delivers flexible control strategies for reducing power consumption and Exceeds Life Safety Code average illuminance of minimizing maintenance costs while delivering 1.0 fc.at 12'mounting height.Assumes open space the right light levels with a simple and affordable with no obstructions.Battery backup units consume wireless solution. 6W when charging a dead battery and 2W during maintenance charging.EH(units with a heater) consume up to an additional 8W when charging if the battery temp is lower than 10°C Diagrams for illustration purposes only,please consult factory for application layout. Page 8/8 Rev.04/22/19 ®2019 Hubbell Outdoor Lighting,a division of Hubbell Lighting,Inc.Specifications subject to change without notice. ° HUBBELL HUINELL WGHLED-SPEC 701 Millennium Blvd•Greenville.SC 29607/Tel 888.777.4832/Website www.hubbelloutdoor.com Llohtina fzz • City of Oak Park Heights 14168 Oak Park Blvd N.•Oak Park Heights.MN 55082•Phone(651)439-4439•Fax 439-0574 Memorandum To: Eric Johnson, City Administrator Cc: Scott Richards, City Planner, Julie Hultman, Building Official From: Lisa Danielson, Arborist Date: 5/2/2019 Re: Central Automotive Landscaping Plans-Arborist Review I have reviewed the tree removal and proposed landscaping plans for the Central Automotive Development Project dated April 9th, 2019. My comments and/or recommendations are as follows: Overall Landscape Plan (L2.0) The plan includes an array of species to be planted (5) five deciduous shade tree species, (4) four shrub species, (2) two perennial species and (2) two evergreen species. The plants included are acceptable and will complement the overall site well. Plant Schedule The plant schedule (L2.0) shows a good choice of species diversity with some native or improved cultivars of native plants. Most of the trees and plants chosen are hardy under local growing conditions, relatively insect and disease free and fairly low maintenance. I would like to recommend not planting the Gro-low fragrant sumac since it can be difficult to control as it is a plant that spreads. I would recommend spirea or another low maintenance shrub to be planted. The plant sizes conform to zoning ordinance requirements. Please verify that all plants included in the plant schedule correlate to the overall landscape plan with proper labels, quantities and symbols. Tree Removal and Protection Plan The tree protection plan included is complete. Tree Inventory The tree inventory included must specify if each tree is to be removed or protected and also specify if each tree is significant or insignificant. Please add a column to the table for these TREE CITY U.S.A. categories.The formatting of the table should also be adjusted since the columns do not line up with the rows of data. Tree Replacement The tree replacement requirement of 63.45 caliper inches has been satisfied with deciduous, evergreen and ornamental trees included in the plant schedule,total of 68.5 caliper inches in proposed plantings.The sizes of all replacement trees meet the minimum size requirements in the Tree Protection Ordinance for replacement trees. Landscape Details and Notes(L2.1) The landscape contractor for the project is required to plant all trees and shrubs according to the approved planting detail submitted with the approved landscape plan.All trees must be of landscape quality and planted without staking. Landscaping will be inspected by the City Arborist after planting and any deviations from the detail will need to be corrected before the landscaping will be approved by the City. Please contact me if you have any questions regarding this landscape plan review. Please feel free to forward my comments to the development team for this project. 2 TREE CITY U.S.A. eri. *23 Stantec Consulting Services Inc. 2335 Highway 36 West Stantec St. Paul MN 55113 May 2, 2019 File: 193800151 Attention: Mr. Eric Johnson, City Administrator City of Oak Park Heights 14168 Oak Park Blvd. N. Oak Park Heights, MN 55082-2007 Reference: Central Automotive—Plan and Drainage Design Review Dear Eric, We have reviewed the plans and drainage calculations received 4/12/2019, regarding the proposed Central Automotive site. Following are our initial comments and recommendations: Site and Paving Plan, C2.0 1. Improvements in the City Right-of-Way and City utilities shall be per the City's Standard Detail Plates. 2. Add a note to the site plan sheet requiring a"butt joint" where the driveway ties in to the existing 59th Street. 3. Match existing sidewalk section removed at water service tie in. 4. Refer to the Fire Department review of fire lanes and circulation. 5. Include Washington County in Keynote 4. 6. The connection to 59th Street needs to include a concrete commercial driveway apron per City Detail Sheet STR-8. Include the City detail plate on the plan. 7. The proximity of the drainage and roadway easement to the building on the south side of the property will need to be resolved. See planning report. Utility Plan, C3.0 1. Connections to the City's watermain are not be allowed via wet tap. A tee will need to be installed; coordinate with the City's Public Works Department. Include a valve on the 6-inch line at the tee. Include City detail plate WAT-3. 2. The watermain, hydrant, sanitary sewer and storm sewer that serve the site will be private and maintained by the owner. 3. While the water service and hydrant will be privately owned and maintained, the City will be operating the hydrant. All water system piping under the City's operation shall be ductile iron pipe. This includes pipe from the main to the hydrant. Provide a mechanism either via easement or Design with community in mind May 2, 2019 Mr. Eric Johnson, City Administrator City of Oak Park Heights 14168 Oak Park Blvd. N. Oak Park Heights, MN 55082-2007 Page 2 of 3 Reference: Central Automotive- Plan and Drainage Design Review agreement to memorialize City to access the hydrant. City water utility specifications will be provided to the engineer. 4. The hydrant and valve shall be installed per City detail plate WAT-8. Include City detail plate WAT- 6. City specifications for the hydrant will be provided to the engineer. 5. Connections to the City's sewer, water and storm sewer systems shall be per the City's standards and detail plates. The City or it's designee shall be present for water and sanitary sewer service connections to the City's systems. Grading and Erosion Control Plan, C4.0 1. Label parking lot EOF. 2. Label the slope areas that will have erosion control blanket. 3. Use a minimum of 8 CY of RIP RAP for pipe outlets per City Detail Plate STO-13. 4. The storm sewer that serves the site will be private and maintained by the owner. 5. The City reserves the right to require additional erosion control measures as determined/necessary during the construction of the project. Stormwater Drainage Review 1. Provide the City with the documentation of the approval and conditions from Middle St. Croix Watershed Management Organization (MSCWMO). 2. The site is not located within the City's DWSMA, therefore, infiltration is permitted. 3. It appears that the piped outflow from the infiltration basin is not being considered in the rate control calculations. Please included all surface and piped outflows in the rate control calculations. 4. Calculations should be shown that satisfies the MS4 requirements of a net reduction to Total Suspended Solids (TSS)and Total Phosphorus (TP)from existing conditions to proposed conditions. 5. Label 100-year HWL of the infiltration basin on the plan sheet. 6. Submit calculations verifying storm sewer sizing. General Comments 1. The City reserves the right to inspect the construction of the project. The City or its designee shall be present for water and sanitary sewer service connections to the City's systems. 2. The Owner will need to comply with all requirements of the NPDES Construction Stormwater Permit and the Middle St. Croix Watershed Management Organization (MSCWMO). The City reserves the right to require additional erosion control measures as determined/necessary during the construction of the project. Design with community in mind May 2, 2019 Mr. Eric Johnson, City Administrator City of Oak Park Heights 14168 Oak Park Blvd. N. Oak Park Heights, MN 55082-2007 Page 3 of 3 Reference: Central Automotive - Plan and Drainage Design Review 3. Parking, lighting, landscaping and building to be reviewed by others. 4. The Owner shall be responsible for obtaining all required permits. 5. Utility construction and improvements in the right-of-way need to conform to the City's Standard Detail Plates. The City's details other pertinent specifications will be provided. If you have any questions or require further information, please do not hesitate to contact me. Regards, Stantec Consulting Services Inc. 4---)V1 )1/arwt-- ----- Lee M. Mann, PE City Engineer Phone: 612-712-2085 Lee.mann@stantec.com c. Andy Kegley, Public Works Director Julie Hultman, Building Official Scott Richards, City Planner Kevin Sandstrom, City Attorney Lisa Danielson, City Arborist Design with community in mind TPC3601 Thurston Avenue N.Suite 100 T,,,�r #5 Anoka,MN 55303 �A Phone:763.231 5840 Facsimile:763.427.0520 TPC(_PlanningCo.com MEMORANDUM TO: Eric Johnson FROM: Scott Richards DATE: May 2,2019 RE: Oak Park Heights—Comprehensive Plan 2018 TPC FILE: 226.10 METROPOLITAN COUNCIL REVIEW On March 27, 2019, the City received comments from the Metropolitan Council regarding the Comprehensive Plan. Please find attached the letter which includes areas of the plan that the Metropolitan Council found the plan to be incomplete. Review of the plan is held until the additional information is submitted and found complete. Lee Mann,the City Engineer and I met with representatives of the Metropolitan Council on April 17, 2019. The meeting was productive, and we now have a better understanding of what is necessary to complete the plan. For the most part, all the elements are there,but the Metropolitan Council Staff wanted us to provide more clarity, especially in the Land Use Section related to projections and housing, and in the Implementation Section also related to housing. The Wastewater comments were minor requests for more information and additional mapping. CONCLUSION/RECOMMENDATION Staff is in the process of making the changes to the text and maps. Once complete,the revised plan will be sent to the Metropolitan Council for review. Upon review and approval by the Metropolitan Council the plan will be finally approved by the Planning Commission and City Council. Staff questions whether the Planning Commission would like to see the changes to make the plan complete before it is sent back to the Metropolitan Council? ATTACHMENTS 1. Letter from Metropolitan Council—March 27,2019 PC:Julie Hultman March 27, 2019 Scott Richards, Consulting Planner City of Oak Park Heights 3601 Thurston Avenue North Anoka, MN 55303 RE: City of Oak Park Heights 2040 Comprehensive Plan — Incomplete for Review Metropolitan Council Review File No. 22079-1 Metropolitan Council District 12, Francisco J. Gonzalez Dear Mr. Richards: Thank you for the submission of the City of Oak Park Heights' 2040 Comprehensive Plan (Plan) on March 6, 2019. Metropolitan Council (Council) staff found that there are areas where the Plan is incomplete. Review of the Plan will be suspended until the additional information is submitted and found complete for review. The following items were found incomplete: REQUIRED INFORMATION Wastewater (Roger Janzig, 651-602-1119) • An electronic map or maps (GIS shape files or equivalent) for the existing sanitary sewer system is needed, which shows existing connections points to the metropolitan disposal system, future connection points for new growth (if needed), and intercommunity connections. • A copy of the intercommunity service agreement entered into with Stillwater, or language that confirms the Council's understanding that the communities reimburse each other for the municipal wastewater charges that each will occur by receiving flow from the adjacent community is needed. • For the local system, include a table or tables that provide the assignment of 2040 growth forecasts by Metropolitan Council interceptor facility. • Provide household and employment forecasts, by connection point, for the three connections to the Metropolitan Council interceptor (Connection Permit: 1778, 1783, and 1787). • Describe the sources, extent, and significance of existing inflow and infiltration (Ill) in both the municipal and private sewer systems. • Include the measured or estimated amount of clearwater flow generated from the public municipal and private sewer systems. For quantifying Ill, some communities have used the EPA guidance at the following link to determine the annual I/I and peak month I/I: https://www3.epa.gov/regionl/sso/pdfs/Guide4Estimatinglnfiltrationlnflow.pdf Forecasts (Todd Graham, 651-602-1322) • The Plan needs to address how land supply for future development (or redevelopment) accommodates the City's growth forecast. Council staff could not determine whether the land supply and land guidance are sufficient. Lmm-- 390 Robert Street North I Saint Paul, MN 55101-1805 2111 P.651.602.1000 ( TTY.651.291.0904 I metrocouncil.org METROPOLITAN An Fqual Opportunity Employer COUNCIL Scott Richards, Oak Park Heights Consulting Planner March 27, 2019 Page 2 • The planned land use table describes additions of new land supply: 11 acres of low- density, 8 acres of medium-density, and 18 acres of high-density land (Land Use Chapter, p. 75). Council staff estimate that this land supply, cumulatively, could accommodate 250 housing units at the mid-point of allowed density ranges. Redevelopment sites are identified in the same chapter (p. 76). However, Council staff could not determine whether the redevelopment sites are already counted (double-counted) in the 37 acres of land supply. Also, from the mapping of planned land use, Council staff are uncertain whether the residential land supply overlaps with mixed business-residential use. o Council staff advise the City to clarify the inventory of redevelopment sites, revise the planned land use map, and/or consider higher density limits in medium-density and high-density zones. This approach would likely meet minimum requirements. If the City chooses another approach, please contact Council staff for assistance. Land Use (Freya Thamman, 651-602-1750) Community Designation Map The Plan indicates that the Thrive MSP 2040 Community Designation map is on page 32. However, the map needs to be included. The map is available at https:!/metrocouncil.org/HandbooklFiles/Community-Designation- Map/JPG/02395285 OakParkHeights CommunityDesignation.aspx. Future Land Use • Define each land use category on the Future Land Use Map. Similar to zoning category descriptions, the future land use section needs to include discussion of each future land use category, allowed uses for each category, and the minimum and maximum densities for all categories that allow residential uses. • For any "mixed use" category (i.e. Business/Residential Transitional), the Plan needs to define an expected share of individual land uses and identify the permitted density range, if residential uses are allowed (i.e. 30% commercial, 40% office, and 30% residential with a density of 10-15 units per acre). • The future land use categories shown in the Land Use in Five Year Stages Table (page 75), Future Land Use Map (page 77), and in text, must be consistent with each other and referenced correctly throughout the Plan. For example, the Future Land Use Map shows Business/ Residential Transitional, but the table does not include this category. The table needs to correlate with the future land use map. Also, for consistency within the Plan, update any minor differences in the category titles so that map, table, and text are all consistent with each other (i.e. Quasi-Public/Utility; Quasi-Public Facilities, etc.). • Although the Plan indicates where forecasted residential growth is anticipated to occur on the Future Land Use Map, clarity is needed as it relates to the associated acres of new development and redevelopment, land use categories and residential density, and when residential development is anticipated. o For redevelopment areas, some communities have included and labeled the redevelopment areas with the text describing the anticipated residential mix and table showing acres and future land use. An example is available online at minute 30 of https://www.youtube.com/watch?v=9uriyCbuMww&feature=youtu.be Advisory Comment For the Land Use Table in Five Year Stages on page 75, please state in the table or add a footnote, indicating that the acres shown are net acres and how net acres were determined. Scott Richards,Oak Park Heights Consulting Planner March 27,2019 Page 3 Housing (Hilary Lovelace, 651-602-1555) Existing Housing Needs Plans must clearly identify existing housing needs to be consistent with Council housing policy. The Plan includes "land use issues" related to housing but needs to clearly refer to existing housing needs. The Plan also needs to clearly connect the existing housing needs to tools in the housing implementation plan. Projected Housing Need • The Plan must show the number of acres expected or guided to develop or redevelop between 2021-2030 for land uses with minimum densities at 8 or above. The description of land expected to develop on page 76 needs to include this information. As noted, further information is also needed for the Business/Residential Transition category. Below is a general example of one way in which this information can be shown. Land Use 2021-2030 Minimum Percent Units estimate acres dwelling anticipated to for development units/acre develop as of new units residential High Density Residential 6 10 100% 60 Mixed Use 5 10 50% 25 Urban Village 8 8 50% 32 TOTAL 19 117 The number of acres is multiplied by the minimum number of units and percent expected to develop as residential, if mixed use, to calculate the number of affordable units that could be built to meet the community's total allocation of affordable housing need. • After the land is adequately described for the Plan to be found complete, if it is found that not enough land is guided to meet the allocation of affordable housing need for the 2021- 2030 time period, the Plan will be found inconsistent with the Council's housing policy. Implementation Plan • The implementation plan must indicate in which circumstances and sequence each housing tool will be used. Currently, the Plan has some very clear descriptions of circumstance and sequence of use for tools. For example, including the description of first time homebuyer assistance (page 161) clearly describes who the tool will help and what role the City will have in the application of this tool. However, other descriptions of tools need to follow this example. Descriptions need to both indicate the audience and the City's role or preference in application of the tool. The following tools require a more complete description of circumstance and sequence of use: o Housing Bonds (describe which eligible projects the City would prioritize, and identify if the City will consider issuing housing bonds itself) o Site Assembly (describe what types of projects the City might consider partnering with the Washington County CDA for site assembly) • To be consistent with Council housing policy, the Plan must clearly and directly link all identified needs to available tools. This can be done narratively by adding a description of which needs each tool will meet in the Implementation Chapter. Alternatively, you can accomplish this by including a matrix or table that shows the connections between tools and needs. Scott Richards,Oak Park Heights Consulting Planner March 27, 2019 Page 4 • To be consistent with Council housing policy, all widely accepted tools to address housing needs must be considered in the Plan. The following tools explained in detail in the Local Planning Handbook are not considered in the Plan: o Tax abatement (mentioned in the Local Surface Water Management Plan, but not in a housing context) o City support or direct application to specific resources within the Consolidated RFP put out by Minnesota Housing o Effective Referrals o Fair Housing Policy (more information in advisory comments) o Participation in housing-related organizations, partnerships, and initiatives o Zoning and subdivision ordinances o Rental license and inspections o Housing Improvement Areas o Community Land Trusts (Two Rivers Community Land Trust serves the City) o Tools that preserve private unsubsidized housing (i.e. NOAH Impact Fund, a City sponsored 4d program) • Please note that after all widely accepted tools are added to the Plan, they must include in which circumstances they will be used for the Plan to be complete and must also clearly and directly link housing tools to identified needs within the bands of affordability to be found consistent with Council housing policy. Advisory Comments • The Plan discusses Livable Communities Act (LCA) awards. Please note that the Council will require a local Fair Housing policy as a requirement to draw upon LCA awards beginning in 2019. Please contact Council staff if you are interested in additional resources related to Fair Housing Policy development. • Consider adding a description about preservation of existing Low-Income Housing Tax Credits (LIHTC) funded properties on page 160, such as Green Twig Villas, which offers 62 units of housing affordable to seniors making 60% or lower area median income (AMI) and may expire as soon as 2045. Please note that preservation of these units can be done through partnership with other organizations, like Washington County CDA and Minnesota Housing. (https://www.housinglink.org/streams/propertydetail.aspx?id=H11072) Adjacent Jurisdiction Review (Freya Thamman, 651-602-1750) • Although the Plan included letters from many adjacent jurisdictions, some were not included. If no comments were provided from an adjacent jurisdiction within the six-month review period, this needs to be indicated in the submittal materials. • The Plan needs to include the City's response to the comments received from adjacent jurisdictions. OTHER ADVISORY INFORMATION Council staff offer the following additional advisory comments for your consideration. Transportation (Russ Owen, 651-602-1174) Roadways • The Plan does not clearly state a change in the future number of lanes for principal or A minor arterials, so Council staff assume that there are no planned changes in future capacity. • The Plan includes references to B minor arterials, such as the Functional Classification map on page 83 and the map on page 98. Please note that B minor arterials are no longer Scott Richards, Oak Park Heights Consulting Planner March 27, 2019 Page 5 referenced in the Council's functional classification system; the new designation refers to "Other Arterials." These references should be updated in the City's Plan. Transit The Plan included a description of the transit market areas and appropriate level of service for each; however, a typo meant the number for transit market area III was omitted on page 91. Please include the market area number (III) in the following sentence in the last paragraph on page 91: "Transit Market Area III is characterized by moderate density and is primarily served by commuter express bus service." Freight In the discussion on freight, only rail was discussed but freight also includes trucks. Heavy commercial average annual daily traffic (HCAADT) is available through MnDOT for Highways 36 and 95. This information should be included on the map of current traffic volumes (page 86). To expedite the Council staffs' review of supplemental materials submitted in response to incomplete items, please provide cover memo that outlines where (pages) and how the incomplete items are addressed in the new material. Also, as with the original submittal, please use the online submittal for supplemental information. After all the required elements of the Plan are submitted and found complete, Council staff will begin the official review process. If you have any questions or need further information regarding the comments in this letter, please contact Freya Thamman, Principal Reviewer, at 651-602-1750 or your Sector Representative, Corrin Wendell, 651-602-1832 with any questions or for additional assistance. Sincerely, 1L, (Lidlit,ek' Angela R. Torres, AICP, Manager Local Planning Assistance CC: Francisco J. Gonzalez, Metropolitan Council District 12 Eric A. Johnson, City Administrator, City of Oak Park Heights Corrin Wendell, AICP, Sector Representative Raya Esmaeili, AICP, Reviews Coordinator N:1CommDev\LPA\CommunitieslOak Park HeightslLetters\Oak Park Heights 2019 2040 CPU 22079-1-Incomplete.docx er,t. •*co May ,2019 Metropolitan Council 390 Robert Street North St.Paul, MN 55101-1805 Re: Comprehensive Plan for the City of Oak Park Heights Dear Metropolitan Council: For the past year-plus our city's staff,consultants to the city,the City Council and the Planning Commission have all been working on the Comprehensive Plan (Plan)mandated by the Metropolitan Council. (Met Council) To date the Plan for our city of fewer than 5,000 has cost the taxpayers more than$150,000,is more than 150 pages long and it remains unacceptable to the Met Council. What follows are some of the thoughts,ideas and frustrations that we on the Planning Commission have had during this process. First,we all understand that every city,regardless of size,should have planning process to assure that the community continues to be a vibrant and attractive place not only for its citizens and their families but also for businesses and visitors. This approach does not seem to be a focus of the Met Council's once in ten-year process. Indeed,the present process seems to us like a test to see if we are able to check all the boxes that the Met Council believes are important for our city. The above view is confirmed not only by the Met Council's"preliminary review"but by Ms.Torres' March 27,2019,letter to the city's consulting planner,Scott Richards. Both letters are filled not with, "how can we work with you to develop a better Plan for your city?"but with statements about what the city"needs"to do and,for example,how"the Plan will be found inconsistent with the Council's housing policy." There does not appear to be any understanding of our city or its needs but merely an effort to fit us into the"Council's...policy" Second,and related to the above,the process does not appear to be one in which the citizens of Oak Park Heights are planning for their future and the future of their city but as an effort by the Met Council to force the City to fit itself into the Met Council's plan. Third,the Met Council reviewers seem to have no desire or need to give a rationale for why it is they wish to have the information for which they ask;all they demand is merely put under a headnote of "REQUIRED INFORMATION"and we are told if we don't provide what they wish in the form they wish to have it the"Plan will be inconsistent with the Council's"plan. Fourth,does anyone really believe that a city of under 5,000 residents and which is fundamentally at full"built-out"needs a plan that is over 150 pages long? At best,such a document is written for planners to be read by planners to impress planners. It surely is not a document that can become part of the fabric of what happens or should happen as our city moves into the next generation. Metropolitan Council May , 2019 Page 2 Fifth, cost. Putting together the required plan with all its related maps, documentation and narratives is very expensive. As alluded to above, our city contracts for many of the required services and the cost can be in excess of$150,000. Does this process really provide $150,000 in benefits for the city? Is it worth $1,000 a page or more than $30 for each resident of our city? Sixth, it seems to those of us on the Planning Commission that we need partners in planning and not overseers of that planning. From our perspective the Met Council has not been a partner but an overseer, and a dogmatic one at that, in our city's planning process. Indeed, after spending more than a year involved in this process, many of us are questioning why it is that a local Planning Commission, such as ours, even exists. If we must do all as the Met Council mandates in the way it mandates there really seems to be little value in having local representatives volunteer their time and insights to work on making our community better in the future. Our Planning Commission believes there are two relatively easy steps the Met Council could take to shift its relationship from dogmatic overseer to partner with cities such as ours. First, why not recognize that cities under a certain population and/or limited capacity for growth do not need to address complex growth issues in the same way and format as cities that are facing continued rapid growth. For example, Lake Elmo and Hugo face far more complicated growth issues than do we. The type of tiered system we are suggesting would be more useful for us and, we suspect,for the Met Council. It would also be more cost effective and could be done in fewer than 50 pages. Second,the Met Council should have someone from the Met Council, perhaps the area representative, be the point person for that city's Plan. That person should be responsible to meet with the city's Planning Commission at least once a year to get a feel for what is happening in the city. During comprehensive planning years those meetings should become more frequent. Most of us presently on our city's Planning Commission will not be around for our next Plan but we do hope the Met Council takes steps to become a partner in developing that Plan. Thank you for your consideration in this. Sincerely, Timothy Freeman, Chair of Planning Commission, Oak Park Heights