Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Planning Commission Agenda 06-01-2010
AGENDA MONTICELLO PLANNING COMMISSION Tuesday, June 1st, 2010 6:00 PM Mississippi Room, Monticello Community Center Commissioners: Rod Dragsten, Charlotte Gabler, Lloyd Hilgart, William Spartz, and Barry Voight Council Liaison: Susie Wojchouski Staff: Angela Schumann, Steve Grittman – NAC 1. Call to order. 2. Consideration to approve the Planning Commission minutes of February 3rd 2010 and May 4th, 2010 3. Citizen Comments. 4. Consideration of adding items to the agenda. 5. Consideration of a request for extension of a Conditional Use Permit for Concept Stage and Development Stage Planned Unit Development approval for a multi-tenant shopping center, a Conditional Use Permit for Outdoor Storage, a Conditional Use Permit for a Car Wash, a Conditional Use Permit for a Motor Fuel Station/Convenience Store, a Conditional Use Permit for minor auto repair, and Preliminary Plat approval. Applicant: Mills Properties, Inc. 6. Public Hearing – To be opened and continued to June 8th, 2010 Consideration of a request for rezoning from CCD (Central Community District) to CCD-R (Central Community District Residential). Applicant: Masters 5th Avenue/Fluth, Barry 7. Public Hearing - To be opened and continued to June 8th, 2010 Consideration of a Comprehensive Plan Amendment, Conditional Use Permit for Cross Parking, Cross Access and Drive-Through Facility and Preliminary Plat for the proposed Nicolle Addition, a commercial development in the CCD (Central Community District). Applicant: Semper Development 8. Community Development Director’s Report. 9. Adjourn. Planning Commission Agenda – 06/01/10 1 5. Consideration of a request for extension of a Conditional Use Permit for Concept Stage and Development Stage Planned Unit Development approval for a multi-tenant shopping center, a Conditional Use Permit for Outdoor Storage, a Conditional Use Permit for a Car Wash, a Conditional Use Permit for a Motor Fuel Station/Convenience Store, a Conditional Use Permit for minor auto repair, and Preliminary Plat approval. Applicant: Mills Properties, Inc. (AS) REFERENCE AND BACKGROUND On June 12th, 2007, the Planning Commission reviewed and recommended approval of a concept and development stage planned unit development and preliminary plat request for the proposed Mills Fleet Farm project, submitted by Mills Properties, Inc. The City Council subsequently approved the requests on June 25th, 2007. On June 9th, 2008, the City Council (with the recommendation of the Planning Commission) granted the applicant an extension of the conditional use permit and preliminary plat for one year. Then, on June 8th, 2009, (again with the recommendation of the Planning Commission) the City Council approved a second one year extension of the CUP and preliminary plat. Due to non-use, the conditional use permit for PUD and preliminary plat will expire on June 8th, 2009. The Monticello Zoning Ordinance requires that conditional use permits expire due to non-use after one year. The Subdivision Ordinance requires that all preliminary platted property be final platted within 1 year. The extension letter sent by the applicant requests a two year extension period. The letter cites the economic conditions as the foundation for this request. The planning report for the original item has been provided for reference. ALTERNATIVE ACTIONS 1. Motion to recommend extension of the June 25th, 2007 Conditional Use Permit for Concept and Development Stage Planned Unit Development and Preliminary Plat for the proposed Mills Fleet Farm for a period of one year, with the condition that all previously approved conditions be assigned to the extension. 2. Motion to recommend denial of an extension of the June 25th, 2007 Conditional Use Permit Concept and Development Stage Planned Unit Development and Preliminary Plat for the proposed Mills Fleet Farm, based on a finding to be made by the Planning Commission. 3. Motion of other. STAFF RECOMMENDATION Staff recommends extension of the CUPs and preliminary plat as requested. The Commission has consistently recommended for the extension of CUPs for one year terms, and recently has allowed for secondary one-year extensions. Planning Commission Agenda – 06/01/10 2 SUPPORTING DATA Exhibit A: Applicant Extension Request Exhibit B: Staff Report for City Council – 6/9/08 Exhibit E: Site Plans This email has been scanned for viruses by Widseth Smith Nolting using Fortinet(tm) and TrendMicro(tm) Anti -Virus Technologies. From: Angela Schumann [mailto:Angela.Schumann@ci.monticello.mn.us] Sent: Monday, May 24, 2010 8:47 AM To: Bruce Buxton Subject: RE: Bruce, Thank you very much. I have this item on the Planning Commission agenda for June 1st. Angela Schumann Community Development Director City of Monticello 763-271-3224, angela.schumann(@ci.monticello.mn.us From: Bruce Buxton[mailto:Bruce.Buxton@wsn.us.com] Sent: Monday, May 24, 2010 7:22 AM To: Angela Schumann Subject: Angela, Ron Obeidzinski and I discussed this last week and he is supposed to be requesting an extension. I drafted the letter for him so please advise if you do not get it. Bruce [cid:image003.ipg(@01CAFB22.EE7Cl6DOIBruce Buxton, PE, LS Principal, Chairman of the Board Tel: 218-316-3605 Cell: 218-330-9260 bruce.buxtonowsn.us.com<mailto:bruce.buxton(@wsn.us.com> 7804 Industrial Park Road Baxter, MN 56425-2720 www.wsn.us.com<http://www.wsn.us.com/> Download My Contact Information as V-Card<http://mail.wsn-mn.com/sigs/vcf/Bruce%20Buxton.vcf> engineering I architecture I land surveying I environmental services P Please consider the environment before printing This email and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. If you are NOT the intended recipient or the person responsible for delivering the e-mail to the intended recipient, be advised that you have received this e-mail in error and that any use, dissemination, ,rwarding, printing, or copying of this e-mail is strictly prohibited. This email has been scanned for viruses by Widseth Smith Nolting using Fortinet(tm) and TrendMicro(tm) Anti -Virus Technologies. 4 Planning Commission Agenda 061207 J 4 Public Hearing Consideration of a reauest for a Conditional Use Permit for Concept Stage and Development Stase Planned Unit Development approval for amultitenant shoppin8 center a Conditional Use Permit for Outdoor Storage a Conditional Use Permit for a Car Wash a Conditional Use Permit for a Motor Fuel StationConvenienceStore a Conditional Use Permit for minor auto repair and Preliminarv Plat approval Applicant Mills Fleet Farm NAC BACKGROUND Fleet Farm is seeking a Conditional Use Permit for concept stage and development stage Planned Unit Development for the construction of abig box retail store gas station and car wash as well as Preliminary Plat approval The applicant is also requesting approval of a Conditional Use Permit for outdoor storage a Conditional Use Permit for a car wash a Conditional Use Permit for a motor fuel station convenience store and a Conditional Use Permit for minor auto repair The total site is 3604 acres in size and is located within the Monticello Commerce Center on Chelsea Road The applicant is proposing a 273201 square foot retail building with outdoor storage on the south side of Chelsea Road and a 4378 square foot motor fuel station with a car wash on the north side of Chelsea Road Both sites are currently zoned IlALight Industrial A request for Rezoning and a Comprehensive Plan Amendment is currently being considered by the City for the site as part of a separate application The applicant submitted a request for rezoning to B4 Regional Business on the north side of Chelsea Road and B4 Regional Business on the south side of Chelsea Road However it should be noted that the applicantsnarrative request submitted with the north side rezoning request refers to a request for B3 Highway Business Zoning On June 5 the Planning Commission recommended approval of rezoning for the north side parcel to B3 As the B3 District includes the requested conditional uses that district has been used for analysis purposes in this report It should be noted that the B4 zoning district would include as permitted or conditional all the uses of a B3 district The rezoning requests were heard by the Planning Commission at their May and June regular meetings and will be acted on by the City Council on June 25 2007 ANALYSIS The subject site is located on Chelsea Road East within the existing Monticello Commerce Center The site is directly south of Interstate 94 and west of the CSAH 18 interchange The site relies on PUD for shared parking proof of parking building height and multiple buildings Comprehensive Plan Monticellos Comprehensive Plan currently designates this area for industrial use Planning Commission Agenda 061207 CUPPUD A Planned Unit Development allows for flexibility in performance standards with the understanding that the development will be held to higher standards of site and building design than would ordinarily be required It is the applicantsresponsibility to design the development with significant benefits and communicate those benefits to the City for allowing aCUPPUD Preliminary Plat The site is platted as Lot 1 Block 1 Lot 2 Block 1 and Lot 1 Block 2 of Mills Addition to Monticello Lot 1 Block 1 is 2979 acres in size and located on the south side of Chelsea Road This lot will contain the Mills Fleet Farm retail store Lot 2 Block 1 is also on the south side of Chelsea Road and is 387 acres in size This lot is identified for future development Lot 1 Block 2 is located on the north side of Chelsea Road and will contain the motor fuel station and car wash This lot is 238 acres in size Outdoor Storage The applicant is proposing an outdoor storage area on the south side of the retail building on Lot 1 Block 1 Open and outdoor storage is permitted as a conditional use in the B4 District provided the following conditions are met l The area is fenced and screened from view of neighboring residential uses Comment The site abuts the Monticello High School property to the south which is zoned R1 The applicant is proposing afence 18feet in height constructed of metal fascia panels and expanded metal fence sections surrounding the outdoor storage area as well as landscaping to screen A portion of the outdoor storage area will also be surrounded by precast concrete wall panels The City may wish to comment on whether it believes a metal fence is appropriate for this area in relationship to surrounding uses and standards 2 Storage is screened from view from the public right of way Comment The storage area site does not abut any public rightofway and will be screenedfrom Chelsea Road by the remainder of the building 3 Storage area is grassed or surfaced to control dust Comment The outdoor storage area is proposed to be surfaced with concrete 4 All lighting shall be hooded and so directed that the light source shall not be visible from the public right of way or from neighboring residences Comment A sample lighting plan from a similar Mills facility in Blaine was suppliedfor reference However no lighting plan specific to this site has been submitted at this time Said plan shall be required as a condition of approval 2 Planning Commission Agenda 061207 As an additional condition of approval staff recommends that no exterior racking be allowed anywhere on the site Car Wash The applicant is proposing afourbay touchless car wash on the north side of the motor fuel station site on Lot 1 Block 2 Car washes are permitted by Conditional Use Permit in the B3 District subject to the following conditions 1 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 ofthe lot Comment The architectural appearance of the proposed buildings and function of the site will not be detrimental to the surrounding properties However staff provides additional comments on the overall design of the car wash in the building design section of this report 2 Magazining or stacking space is constructed to accommodate that number of vehicles which can be washed during a maximum 30 minute period and shall be subject to the approval ofthe City Engineer Comment The site has approximately 180 feet of stacking space adequate for up to nine vehicles The proposed stacking space appears appropriate for the four car wash stalls 3 At the boundaries of aresidential district a strip of not less than five feet shall be landscaped and screened in compliance with Chapter 3 Section 2 G of this ordinance Comment The site does not abut any residential districts 4 Each light standard island and all islands in the parking lot shall be landscaped or covered Comment No lighting plan has been submitted at this time Said plan shall be required as a condition of approval 5 Parking or car magazine storage space shall be screened from view of abutting residential districts in compliance with Chapter 3 Section 2 G of this ordinance Comment The site does not abut any residential districts 6 The entire area other than occupied by the buildings or plantings shall be surfaced with material which will control dust and drainage which is subject to the approval of the City Engineer Planning Commission Agenda 061207 Comment The site is proposed to be surfaced with bituminous and concrete 7 The entire area shall have a drainage system which is subject to the approval of the City Engineer Comment The drainage plan has been reviewed by the City Engineer and the applicant must comply with all recommendations outlined in his memo dated June 4 2007 8 All lighting shall be hooded and so directed that the light source is not visible from the public right of way or from an abutting residence and shall be in compliance with Chapter 3 Section 2 H of this ordinance Comment No lighting plan has been submitted at this time Said plan shall be required as a condition of approval 9 Vehicular access points shall be limited to create a minimum of conflict with through traffic movement and adjacent driveways and shall be subject to the approval of the City Engineer Comment Vehicular access is evaluated under the access and circulation portion of this report 10 All si n and informational or visual communication devices shall be in1g compliance with Chapter 3 Section 9 of this ordinance Comment All signage has been reviewed and is detailed under the signage section of this report 11 Provisions are made to control and reduce noise 12 The provisions of Chapter 22 of this ordinance are considered and satisfactorily met Motor Fuel StationConvenienceStore Motor fuel stationsconvenience stores are allowed in the B3District by Conditional Use Permit provided the following requirements are met 1 Regardless of whether the dispensing sale or offering for sale of motor fuels andor 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 4 Planning Commission Agenda 061207 2 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 ablighting influence within a reasonable distance of the lot Comment The architectural appearance of the proposed buildings andfunction of the site will not be detrimental to the surrounding properties However staff does have concerns regarding the architectural appearance of the buildings as related to the sitesfreeway visibility These concerns are discussed later in this report 3 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 site is proposed to be surfaced with bituminous and concrete 4 A minimum lot area of twenty two thousand five hundred 22500 square feet and minimum lot dimensions of one hundred fifty 150 feet by one hundred thirty 130 feet Comment The subject site is 103 673 square feet in area 205 feet wide and 547 feet deep 5 A drainage system subject to the approval of the City Engineer shall be installed Comment The City Engineer has reviewed the grading and drainage plans and has provided comments These comments are detailed in a memofrom the City Engineer dated June 4 2007 and compliance with these comments will be required as a condition of approval 6 A curb not less than six 6 inches above grade shall separate the public sidewalk from motor vehicle service areas Comment There is no public sidewalk adjacent to the motor vehicle service area 7 The lighting shall be accomplished in such away as to have no direct source of light visible from adjacent land in residential use or from the public right of way and shall be in compliance with Chapter 3 Section 2 H of this ordinance Comment No lighting plan has been submitted at this time Said plan shall be required as a condition of approval Planning Commission Agenda 061207 8 Wherever fuel pumps are to be installed pump islands shall be installed Comment Pum islands are ro osed at all uel ump locationsPPPfP 9 At the boundaries of a residential district a strip of not less than five feet shall be landscaped and screened in compliance with Chapter 3 Section 7 G of this ordinance Comment The site does not border any residential districts 10 Each light standard landscaped Comment The applicant has not submitted a photometric plan indicating the location of each light standard This shall be required as a condition of approval as well as landscaping of each standard 11 Parking or car magazine storage space shall be screened from view of abutting residential districts in compliance with Chapter 3 Section 2 G of this ordinance Comment The site does not border any residential districts 12 Vehicular access points shall create a minimum of conflict with through traffic movement and adjacent driveways and shall comply with Chapter 3 Section 5 of this ordinance and shall be subject to the approval of the City Engineer Comment This issue is reviewed in detail in the access and circulation section of this report 13 All signing and informational or visual communication devices shall be minimized and shall be in compliance with Chapter 3 Section 9 of this ordinance Comment All signage has been reviewed for compliance and detailed later in this report 14 Provisions are made to control and reduce noise 15 No outside storage except as allowed in compliance with Chapter 13 Section 4 of this ordinance Comment No outdoor storage is proposed for the motor fuel site It should also be noted that no outdoor sales and display is proposedfor the car wash motor fuelconveniencesite or big box site Planning Commission Agenda 061207 No outdoor sales and display within the PUD will be permitted without the separate review and approval of a conditional use permitfor that purpose 16 Sale of products other than those specifically mentioned in Chapter 13 Section 4 be subject to a conditional use permit and be in compliance with Chapter 13 Section 4 F of this ordinance 17 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 18 The provisions of Chapter 22 of this ordinance are considered and satisfactorily met Minor Auto Repair The applicant is proposing an auto service center within the big box retail store where minor auto repair will be performed The auto service center is located on the south side of the building adjacent to Chelsea Road Minor auto repair is allowed by Conditional Use Permit subject to the same 18 conditions outlined above for the motor fuel stationconvenience store use The proposed auto service center is entirely enclosed within the principal building Therefore all conditions of approval are being evaluated as part of the big box retail store Lot Requirements and Setbacks The applicant has requested rezoning for the south portion ofthe site from I1 A to B4 Regional Business There is no minimum lot size or setback requirement for the B4 District On the north side of Chelsea Road the B3 Highway Business standards were applied The following chart demonstrates the applicable performance requirements of the B3 District as well as what is proposed for the site Re uired Pro osed Minimum Lot Size 22500 sf 103673 sf Lot Width 100 feet 205 feet Front Yard Setback 30 feet 50 feet Side Yard Setback 10 feet 30 feet Rear Yard Setback 30 feet 118 feet No minimum lot area is required for the B3 District However the proposed motor fuel station use requires a minimum lot size of 22500 square feet The proposed car wash and convenience store buildings and accessory uses on the north side of Chelsea Road meet all setback requirements as demonstrated above Parking The applicant is proposing a retail store with an auto center warehouse and office space a convenience storegas station and a car wash Staff has Planning Commission Agenda 061207 reviewed the building areas for each use and calculated the required parking for the site The following chart demonstrates the minimum number of parking stalls required for the site Tenant Area 90 Re uirement Stalls Retail 175497 sf 157948 sf 1 space200 sf of floor area 790 spaces Warehouse 78416 sf 70575 sf 1 space500 sf of floor area 142 spaces Office 6028 sf 5426 sf 3 s aces lus 1200 sf of area 31 s aces Auto Center 6962 sf 6266 sf 8 spaces plus 1800 sf of area 19 spaces over 1000 sf Subtotal re uired 982 s aces Convenience 4378 sf 3941 sf 1200 sf of floor area 20 spaces StoreGas Station Car Wash 5100 sf 4590 sf 0 in addition to as station 0 Total Required 1002 s aces The site plan illustrates 862 parking stalls on the retail store site and 23 parking stalls on the gas station site for a total of 885 parking stalls The motor fuel station car wash site on the north side of Chelsea Road is adequately parked with three excess stalls As the site is a PUD shared parking maybe accommodated In summary the site is 117 parking spaces short of the minimum requirement While the site is underparked a large number of stalls are provided Due to the large amount of impervious parking area already provided in lieu of providing additional parking stalls staff recommends that the applicant provide proof of parking for the 117 additional stalls required The proof of parking shall be provided on Lot 2 Block 1 which is currently reserved for future development or elsewhere on the site In the event that lack of parking becomes an issue for the retail site the City may require construction of the proof ofparking stalls Landscaping South Side Site Landscaping For commercial sites a minimum of one overstory tree per 1000 square feet of gross building floor area or one tree per SO lineal feet of site perimeter whichever is greater is required The retail site on the south side of Chelsea Road has 391363lineal feet of site perimeter requiring 79 overstory trees Under the floor area calculation 273 overstory trees would be required As the floor area calculation is the greater of the two the floor area calculation shall prevail and 273 trees shall be required for the retail site The applicant is proposing 273 overstory trees for the retail site including Douglas Fir Colorado Blue Spruce Austrian Pine Little Leaf Linden Sugar Maple River Birch Common Hackberry and Manchurian Ash Planning Commission Agenda 061207 The majority of the trees proposed are around the perimeter of the site and within parking lot islands The applicant has provided 31 landscaped islands within the parking lot to break up the monotony of this large space A total of nine overstory trees and ten shrubs are proposed on the north side of the retail building to screen the auto service center from Chelsea Road The applicant has also provided a number of shrubs throughout the site Future Retail Site Landscaping Lot 2 of Block 1 the future development site contains 1816 feet of site perimeter requiring 37 overstory trees No trees are proposed for the future development site at this time as landscaping for that area will be provided at the time of development South Site Buffer Yard Landscaping In addition to the minimum landscape requirement abuffer yard is also required adjacent to the south property line due to the conflict in uses between the big box commercial retailer and the High School A commercial to institutional land use conflict is considered an A level conflict This conflict requires a 10 foot landscaped yard with a minimum of 40 plant units The applicant is responsible for one half of this requirement The applicant has provided a landscaped yard with 430 plant units along the south property line satisfying the buffer yard requirement The site borders an industrial use to the east which is alevel B conflict The buffer yard requirement for the east property line is a 20 foot minimum landscaped yard with 80 plant units The applicant has provided a 20 foot landscaped yard along the east property line with 470 plant units The minimum requirement is therefore met in this location as well and the industrial user to the east will not be responsible for any buffer yard plantings North Side Site Landscaping The gas convenience storecar wash site contains 142458 feet of site perimeter requiring 28 overstory trees versus the nine that would be required under the floor area calculation As such the perimeter requirement shall prevail The applicant has provided 28 overstory trees satisfying the minimum requirement Trees provided include Douglas Fir Colorado Blue Spruce Austrian Pine Little Leaf Linden River Birch Common Hackberry and Manchurian Ash The majority of the trees provided are along the site perimeter and within the vacuum island adjacent to the car wash The applicant has also provided a number of shrubs Shrubs are proposed between the overstory trees around the perimeter and surrounding the pylon sign and monument sign 9 Planning Commission Agenda 061207 The City recognizes the value ofinterstate highway exposure to commercial and industrial developers However the City also wishes to avoid the undesirable monotony of fully exposed building sides and rears Therefore it is important to provide natural visual variety to the travelers on the interstate Natural visual variety and pleasing aesthetics project a clean and welcoming image for the City Commercial and industrial developers of lotsparcels having substantial exposure to the interstate shall be required to landscapescreen to provide 60 opacity yearround with at least 80 of such screening to be of natural materials The proposed gas convenience storecar wash borders Interstate 94 to the north The applicant has proposed dense vegetation on the north side of the site including 12 trees Of those seven are evergreen trees to provide yearround screening North Side Buffer Yard Landscaping The north Chelsea site also borders an industrial use to the west which again is a level B conflict The buffer yard requirement for the west property line is a 20 foot minimum landscaped yard with 80 plant units The applicant is responsible for one half of this requirement The applicant has provided a 10 foot landscaped yard along the east property line with 289 plant units The applicant has provided the minimum number of plant units as well as the minimum 10 foot landscaped yard The property owner to the west shall be responsible fora 10 foot buffer yard as well However no additional plant units are required As a note on overall landscaping staff would recommend irrigation of all boulevard and buffer yard areas Staff would also recommend that similar to other recently approved commercial and industrial projects the applicant be required to provide overstory boulevard tree plantings Additionally similar to the Union Crossings PUD site staff would recommend the use of pavers and scored concrete in pedestrian crossing areas and in handicap accessible areas of the parking surface This recommendation is in lieu of striped pavement Lighting No lighting plan has been submitted at this time Alighting plan specific to this development shall be required as a condition of approval Signage The applicant has submitted a signage plan detailing proposed signs for both the big box retail store and the motor fuel stationcar wash site PylonMonument Sinage The applicant is proposing a 400 square foot pylon sign on the north side of Chelsea Road to gain visibility from the freeway In addition to the 400 square foot pylon the applicant is proposing a 126 square foot monument sign No other freestanding signs are proposed in the remainder of the development As stated the applicant is proposing a 400 square foot pylon sign at a height of 50 feet For the Union Crossings site on the north side of I94a sign of this area and 10 Planning Commission Agenda 061207 aheight of 57 feet was permitted by PUD provided that other signs in the project were limited to wall or monument signs due to the size of the overall development and the size and number ofthe retail stores and other uses The Union Crossings development contains Tazget Home Depot an inline retail center a detached strip retail center and other proposed uses The subject Fleet Farm site is much smaller than the Union Crossings site and contains only one user Additionally the site includes a provision fora 67 foot tall silo as part of the big box site In that regazd staff does not believe the proposed 400 square foot sign at 50 feet in height is appropriate for the site The site is within 800 feet of the freeway and is therefore allowed a freeway standard sign up to 32 feet in height and 200 square feet in area on either the north or south side of Chelsea Road In that regard staff recommends that the applicant reduce the size of the proposed pylon sign to not exceed 200 squaze feet and limit height to 32feet North Side Wall Side For the motor fuel store wall signage up to 10 percent ofthe total facade maybe provided for the site not to exceed 100 square feet The front facade ofthe building is 9565 squaze feet in azea The rear facade is visible from I94for an additional 9565 square feet of facade The use is therefore eligible for 100 square feet of signage The applicant has proposed four 40 square foot LED display signs and four 32 squaze foot identification signs within the lighted canopy Therefore the total wall Signage proposed is 288 square foot of signage exceeding the maximum The applicant is proposing five 8foot wall signs for the car wash as well as three 9foot wall signs for a total of 67 square feet of wall Signage Due to area of the facade for the car wash the applicant is eligible for up to 100 squaze feet of signage Therefore the proposed signage is well within the pazameters of the ordinance The applicant has not utilized all wall signage permitted for the car wash and therefore maybe allotted the remaining 33 square feet to be used on the motor fuel store However the applicant has exceeded even the 133 square foot allotment Staff recommends that the applicant eliminate Signage or reduce the size of signage on the convenience store to not exceed 133 square feet South Side Wall Signage On the south side of Chelsea Road the big box retailer is visible from both Chelsea Road and Dundas Road The total fagade on the north elevation visible from Chelsea Road is 9854 squaze feet The facade area on the west elevation visible from Dundas Road is approximately 19435 square feet Ten percent of total facade area is equal to 2929 square feet of signage The ordinance states that the site is eligible for Signage equal to 10 of the total facade up to 100 11 Planning Commission Agenda 061207 square feet In this case the 10 percent calculation greatly exceeds 100 square feet Therefore the maximum allowable signage is equal to 100 square feet The applicant has proposed 825 square feet of signage on the east elevation and 199 square feet of signage on the north elevation The total area of signage proposed therefore is 1024 square feet However the current zoning ordinance language does not account for big box retail stores where large wall signs do not appear out of place with the structure The signage proposed by the applicant in this case is proportionate to the large building Allowances relative to building size for wall signage were made for past projects which also include larger building facades The applicant has not proposed any additional freestanding signs on the south side of Chelsea Road Therefore the proposed signage appears to be appropriate for the site Access and Circulation South Side Access and Circulation Access to the big box retail site is provided at two points extending south from Chelsea Road One access is located in the far northeast corner and one is located 140 feet to the west The northwest access point is 45 feet in width where it intersects with Chelsea Road wide enough for three lanes of traffic including a rightturn lane The western access is only 30 feet in width where it intersects with Chelsea Road only allowing enough space for two lanes of traffic Staff recommends that the width of this west access be increased to provide additional space for a separate rightturn lane in this location as well Staff also recommends that each access should include a protected rightturn lane along Chelsea Road Internal drive lanes throughout the parking lot are a minimum of 24 feet in width wide enough for two lanes of traffic The drive lane on the north side of the site extending toward the auto center is 30 feet in width A drive lane extends along the east property line and wraps around toward the south providing access to the west side of the building This drive will be utilized by trucks to access the loading dock area on the west side of the building This drive lane is approximately 28 feet in width and appears to provide adequate space for turning movements for truck traffic North Side Access and Circulation Access to the motor fuel station and car wash site on the north side of Chelsea Road is provided at two points as well Both access drives extend north from Chelsea Road into the site Both drives are 30 feet in width wide enough for two lanes of traffic with no turn lanes Internal drive lanes are all a minimum of 30 12 Planning Commission Agenda 061207 feet in width Staff recommends that access to this site be limited to one driveway near the east edge of the site to avoid potential conflicts with vehicles accessing the existing driveway to the west and that this access also include a protected rightturn lane along Chelsea Road The site is designed so that customers purchasing fuel can pull into the site circle through the fuel pump area and exit back out onto Chelsea Road As such the fuel pumps are oriented to be parallel with Chelsea Road The orientation of the pumps in this manner limits stacking space for waiting vehicles and creates a very tight site Due to the depth of the site there appears to be adequate room to orient the fuel pumps to be perpendicular to Chelsea Road providing more stacking space This may require the applicant to shift the convenience store building and car wash to the north However as stated above the site appears to have adequate depth to support such an arrangement As such staff recommends reorienting the fuel pumps Due to the tight conditions on the site staff also offers the option of relocating the car wash and motor fuel station to the south side of Chelsea Road on Lot 2 Block 1 a 387 acre site reserved for future development This site would allow additional room for access and stacking that is not available on the chosen 238 acre site on the north side of Chelsea Road Pedestrian access through both sites is accommodated through a series of sidewalks at the front of each building Due to the size ofthe parking lot and the amount oftraffic expected staff recommends that the applicant provide pedestrian crossing striping and pedestrian curb ramps between the parking lot and the front of the Mills Fleet Farm building For the overall site the City Engineer and consulting engineer from WSB have reviewed the plans regarding access and street design and have provided the following comments 1 Only one access towards the east side of the site north of Chelsea Road will be allowed There appears to be ample room on site to push the building to the north to provide acceptable levels of circulation for all vehicles on site 2 Rightturn lanes should be provided at all access locations on Chelsea Road 3 The temporary culdesacat the east end of Dundas Road just west of the Mills Fleet Farm building must be reconstructed as a permanent culde sac as part of this project This may require using some land on the Fleet Farm site 4 Provide pedestrian crossing striping and pedestrian curb ramps as needed between the parking lot and the front of the Mills Fleet Farm building As a note on this item for the south side retail site planning staff have recommended scored concrete and pavers as an alternative to striped 13 Planning Commission Agenda 061207 pavement This recommendation is consistent with other recent PUD retail project recommendations 5 The entrance to the future lot Lot 2 Block 1 should be shown conceptually on all plans Building Design North Side Building Design On the north side of Chelsea Road for the motor fuel station the building will be constructed primarily of rockface concrete block with ribbed concrete block accents with an orange metal canopy The primary building materials will be earth toned in color The car wash will be constructed primarily of random rib exposed precast concrete panels The car wash will have overhead doors on the north and south elevations Staff is concerned with the appearance of the car wash as visible from the interstate The proposed design exposes four overhead doors to I94 with few aesthetic details The City has a limited amount of freeway exposed land available and should therefore hold all freeway exposed uses to high development standards The applicant is requesting approval via PUD which allows the applicant flexibility from performance standards in exchange for high quality building design Therefore staff recommends that the applicant consider an alternate design for the structure including alternate building materials more visual detail andor reorientingthe building so that the overhead doors do not face the freeway Again staff also offers the option of relocating the cax wash and motor fuel station to Lot 2 Block 1 on the south side of Chelsea Road South Side Building Design On the south side of Chelsea Road the big box retail store will be constructed with stacked pattern exposed precast concrete near the foundation followed by random rib exposed concrete for the remainder of the building The front entrance will be accented with EIFS plaster as will the auto service entrance The building will be gray in color with orange white and black accents Overhead doors are proposed on every side of the building with the majority of these doors on the west side near the loading dock and on the north side for the auto service center The applicant is proposing a 6767 foot silo at the front entrance of the building constructed of EIFS plaster with an orange prefinishedsheet metal dome The remainder of the building is a maximum of 3367 feet in height Building height in the B4District is limited to twostories The proposed silo greatly exceeds two stories in height The applicant is requesting flexibility on this feature as part ofthe PUD process The applicant is requesting PUD approval for the site The Citys PUD Ordinance allows flexibility to performance standards with the understanding that the 14 Planning Commission Agenda 061207 development will beheld to higher standards of site and building design than would ordinarily be required In keeping with the intent of this ordinance staff recommends that the applicant revise the elevations for the big box retail store to provide additional aesthetic details to break up the long facade Specifically staff recommends that the applicant provide additional vertical details roofline variations and materials in contrasting but coordinating colors Staff recommends that said details be applied to all four sides ofthe building with the emphasis on the east north and west elevations Similar requirements were applied to previously approved big box retail stores in the City including TargetandWalMart Furthermore staff recommends that the applicant consider an alternate color for the top of the proposed silo The applicant is proposing a silo nearly 68 feet in height with an orange cap While staff recognizes that this silo is a signature element for all Fleet Farm stores the color appears to be out of character with the surrounding area Staff recommends that the silo cap be white or cream in color similar to the Lakeville store to increase the aesthetic quality of the site Grading and Drainage The City Engineer and consulting engineer from WSB have reviewed the grading and drainage plans and provided the following comments 1 Based on the proposed use of the property north of Chelsea Road as a fueling station the City is requesting that the storm sewer system servingthissiteberoutedthroughtheHighSchoolPondtothesouthratherthan routing it to the west along Chelsea Road 2 The grading of the infield area between the two entrances to the Mills Fleet Farm site south of Chelsea Road should be revised to provide positive drainage to the storm sewer structure located in the middle of this area Is there a reason that this has been graded as a low area 3 Combine the two storm sewer outlets to the High School Pond into one outlet at the south end of the parking lot 4 Provide all required drainage and utility easements around the perimeter of both sites 5 A minimum pavement grade of 2 is recommended throughout the parking lot Utilities Regarding the utility plan submitted the City Engineer Public Works Director and consulting engineer have provided the following comments 1 Replace a1190degree watermain bends with two 45degree bends with a minimum of 10feet of watermain between the bends 2 Provide profiles of all utilities at crossing locations to make sure no conflicts exist 3 If any portion of the southerly site is to be split off and sold at a later date it must have its own utility services in order to do so 15 Planning Commission Agenda 061207 4 Sanitary sewer manholes with a drop of more than twofeet must be an outside drop manhole 5 The Citys Fire Chief must review the final utility plans to ensure that there are an adequate number of fire hydrants on site that they are spaced adequately and that ahydrant is located no more than 150feet from each FDC for the building for adequate fire fighting capabilities 6 Show trunk sanitary sewer on north end of Lot 1 Block 2 7 Keep tank field out of 12footdrainage and utility easement along south edge of Lot 1 Block 2 8 Verify the size of the watermain service on the south side of Chelsea Road 9 Show sanitary service from property line to the west of Lot 1 Block 2 ALTERNATIVE ACTIONS Decision 1 Regarding the request for a Conditional Use Permit for Concept Stage and Development Stage Planned Unit Development approval and Preliminary Plat approval for a big box retail store motor fuel station convenience store and car wash the City has the following options A Motion to recommend approval of the request for Concept Stage and Development Stage Planned Unit Development and Preliminary Plat approval for the entire site based on a finding that the proposed uses constitute a superior prof ect as required by PUD and are not consistent with the intent of the B4 and B3 Districts subject to the conditions outlined in Exhibit Z B Motion to recommend approval of the request for Concept Stage and Development Stage Planned Unit Development for Block 1 only subject to the conditions outlined in Exhibit Z based on a finding that the proposed uses on the south side of Chelsea Road constitute a superior project as required by PUD and the uses proposed on the north side of Chelsea Road are not consistent with the intent of Planned Unit Development C Motion to recommend denial ofthe request for Concept Stage Planned Unit Development and Preliminary Plat approval based on a finding that the proposed uses do not meet the requirements for PUD and are not are not consistent with the intent of the B4 and B3 Districts Decision 2 Regarding the request for a Conditional Use Permit for Outdoor Storage the City has the following options A Motion to recommend approval of the Conditional Use Permit for Open and Outdoor Storage based on a finding that the proposed use is consistent with the intent of the B4 District and the use satisfies the conditions of approval 16 Planning Commission Agenda 061207 B Motion to recommend denial of the Conditional Use Permit for a Open and Outdoor Storage based on a finding that the conditions for approval have not been met Decision 3 Regarding the request for a Conditional Use Permit for a Car Wash the City has the following options A Motion to recommend approval of the Conditional Use Permit for a Car Wash based on a finding that the proposed use is consistent with the intent of the B3 District and the use satisfies the conditions of approval B Motion to recommend denial of the Conditional Use Permit for a Car Wash based on a finding that the conditions for approval have not been met Decision 4 Regarding the request for a Conditional Use Permit for a Motor Fuel StationConvenience Store the City has the following options A Motion to recommend approval ofthe Conditional Use Permit for a Motor Fuel StationConvenience Store based on a finding that the proposed use is consistent with the intent of the B3 District and the use satisfies the conditions of approval B Motion to recommend denial of the Conditional Use Permit for a Motor Fuel StationConvenience Store based on a finding that the conditions for approval have not been met Decision 5 Regarding the request for a Conditional Use Permit for Minor Auto Repair the City has the following options A Motion to recommend approval of the Conditional Use Permit for Minor Auto Repair based on a finding that the proposed use is consistent with the intent of the B4 District and the use satisfies the conditions of approval B Motion to recommend denial of the Conditional Use Permit for Minor Auto Repair based on a finding that the conditions for approval have not been met RECOMMENDATION Mills Fleet Farm is requesting Concept Stage Planned Unit Development and Preliminary Plat approval as well as approval of four conditional use permits All requested approvals are contingent on the sites being rezoned from the existing IlA zoning to B3 Highway Business andor B4 Regional Business 17 Planning Commission Agenda 061207 The City Council will hear the requests for rezoning and comprehensive plan amendments at their June 25 meeting Conditional Use Permits requested include a car wash and a motor fuel stationconvenience store on the north side of Chelsea Road where the requested zoning is B3 Highway and outdoor storage and minor auto repair on the south side of Chelsea Road where the requested zoning is B4 Regional Business With the exception of not submitting a photometric plan all uses generally meet the requirements for the requested Conditional Use Permits and staff recommends approval Regarding the request for Concept Stage Planned Unit Development and Preliminary Plat the overall site plan is generally consistent with the requirements of the respected district However staff does have some concerns relating to signage building design and parking among others The proposed building design for the big box retail store lacks visual detail and overall aesthetics which are required to justify flexibility for PUD The applicant has also exceeded the freestanding signage allowances for the PUD wall signage allowances on the gas station convenience store site and has not provided adequate parking Staff recommends that these items be remedied as conditions of approval As stated above the requested approvals are contingent on the rezoning and Comprehensive Plan amendments requested by the applicant In the event that the land is rezoned the City should consider if the proposed uses and building designs are appropriate for the site particularly as this land is visible from the freeway It is reasonable for the City to expect higher quality architecture for any land rezoned to commercial The car wash proposed adjacent to Interstate 94 lacks visual detail and overall aesthetics It appears as though the applicant has chosen the site on the north side of Chelsea Road to gain freeway exposure with both the buildings and the pylon sign as there is more than adequate space on Lot 2 Block 1 on the south side of Chelsea Road for a motor fuel station and car wash In the event that the City chooses Option A under the approval for the request for Concept and Development Stage Planned Unit Development and Preliminary Plat staff recommends approval only under the conditions outlined in Exhibit Z In the event that the City chooses Option B and requires the applicant to move the motor fuelconveniencestore and car wash to the south side site staff recommends that only the applicable conditions in Exhibit Z be applied Under this option the City may choose to to remove those conditions that may no longer apply 18 Planning Commission Agenda 061207 SUPPORT Exhibit A Exhibit B Exhibit C Exhibit D Exhibit E Exhibit F Exhibit G Exhibit H Exhibit I Exhibit J Exhibit K Exhibit L Exhibit M Exhibit N Exhibit O Exhibit P Exhibit Q Exhibit R Exhibit S Exhibit Z ING DATA Applicant Narrative Existing Conditions Site Plan Grading Plan Utility Plan Erosion Control Plan Overall Landscape Plan Typical Floor Plan Retail Store Elevations Convenience Store Floor Plan Convenience Store Elevations Car Wash Floor Plan Car Wash Elevations Yard Entrance Floor Plan and Perimeter Packing Elevations Seasonal Display Elevations Typical Signage Sample Site Photometric Plan Photos of Lakeville Site City Engineers Memo June 4 2007 Conditions of Approval 19 Planning Commission Agenda 061207 EXHIBIT Z Conditions of Approval Mills Fleet Farm Preliminary Plat Planned Unit Development and Conditional Use Permits 1 All approvals are contingent on the outcome of the requests for rezoning and comprehensive plan amendments submitted by the applicant in April 2007 2 The applicant shall reduce the size of the proposed pylon sign to not exceed 200 square feet in area nor 32 feet in height 3 The applicant shall submit a photometric plan specific to this site demonstrating readings not to exceed one footcandle at all property lines 4 No exterior racking shall be permitted anywhere on the site 5 The applicant shall provide proof ofparking for 117 parking stalls In the event that parking becomes an issue on site the City may require construction of all or a portion of these stalls 6 Wall signage for the convenience store shall be reduced to not exceed 133 square feet 7 Only one access towards the east side of the site north of Chelsea Road will be allowed 8 Rightturn lanes shall be provided at all access locations on Chelsea Road 9 The temporary culdesacat the east end of Dundas Road just west of the Mills Fleet Farm building shall be reconstructed as apermanent culdesacas part of this project 10 The big box retail site plans shall be revised to include the use ofpavers and scored concrete in pedestrian crossing areas and in handicap accessible areas of the parking surface Pedestrian ramps shall also be provided for the entire PUD site as required by the City Engineer 11 No outdoor sales and display is permitted within the PUD without the request and review of a subsequent conditional use permit 12 The entrance to the future lot Lot 2 Block 1 shall be shown conceptually on all plans 13 The fuel pumps at the motor fuel station shall be reoriented to be perpendicular to Chelsea Road to provide more stacking space 20 Planning Commission Agenda 061207 14 The applicant shall revise all elevations for the big box retail store to provide additional vertical details roofline variations and materials in contrasting but coordinating colors 15 The applicant shall revise the car wash design to provide alternate building materials with more visual detail or relocate the car wash to Lot 2 Block 1 16 The cap of the proposed silo shall be white or cream in color as opposed to orange 17 The applicant shall comply with all recommendations of the City Engineer as outlined in his memo dated June 4 2007 18 The applicant shall verify the directional arrows and directional labels on all plans 21 w i City Council Minutes 62507 9G the workshop Clint Herbst asked if the Building Department staff would go through the inspection information from HUD and MHFA and get back to the Council if these agencies inspections are lacking in certain areas and also look at the fee changes suggested This information can be considered at the next meeting if all the information is obtained Gary Anderson asked if there were any other concerns the Council wanted to address at this time so that everything could be dealt with at the next meeting and not have to be brought back again This will come back as a regular agenda item Tom Scott indicated that the staff and legal counsel should be able to do the research and make the changes for the next meeting SUSIE WOJCHOUSKI MOVED TO TABLE ADOPTION OF THE RENTAL PROPERTY LICENSING ORDINANCE PROPERTY MAINTENANCE CODE AND FEE SCHEDULE UNTIL THE NEXT MEETING TOM PERRAULT SECONDED THE MOTION MOTION CARRIED UNANIMOUSLY 8 Consideration of a declaration of negative EAW impact Applicant Mills Properties Inc Consulting Engineer Bret Weiss noted that the 30 day comment period for the Environmental Assessment Worksheet for Mills Fleet Farm had passed and to date no comments had been received from any agencies Therefore they were recommending the City issue a Negative Declaration ofneed for an EIS for Mills Fleet Farm TOM PERRAULT MOVED TO ISSUE A NEGATIVE DECLARATION OF NEED FOR AN EIS FOR MILLS FLEET FARM DEVELOPMENT BRIAN STUMPF SECONDED THE MOTION MOTION CARRIED UNANIMOUSLY 9 Consideration of a request for Comprehensive Plan Amendment for a change in land use designation from industrial to commercial and a request for rezoning from IlA Light Industrial to B 3 Limited Business North side of East Chelsea Road Applicant Mills Properties Inc Consulting Planner Steve Grittman provided the background information for agenda items 9 and 10 relating to rezoning issues for the Mills Fleet Farm site The property on the north side of Chelsea Road is a 23 acre site The applicant is requesting a comp plan amendment to change the use from industrial to commercial and a rezoning of the property from IlA to B3 or B4 The Planning Commission met on this item on June 5 2007 and met on the parcel on the south side of Chelsea Road in May and again in June Both sites are guided as industrial and are requested to be changed to commercial The south site is the location for the main store and the north parcel would be the site of the convenience storegas station Brian Stumpf pointed out that at the meeting in May only three of the Planning Commission members were present and in June four of the members were present The Planning Commission recommended 21 against any change to the comp plan and rezoning for the property on the south side of Chelsea Road but recommended 21 in favor of the rezoning and comp plan amendment for the property on the north side The staff report laid out the pros and cons which Steve Crrittman briefly summarized Factors supporting the City Council Minutes 62507 LAND IS COMMERCIAL DUE TO THE FACT THAT THE CONSTRUCTION OF THE CSAH 18 INTERCHANGE HAS CHANGED THE NATURE OF THE AREA ADDING FREEWAY ACCESS AND HIGHER TRAFFIC VOLUMES 6 THE INCREASED TRAFFIC ON CHELSEA ROAD WILL NOT HAVE A DETRIMENTAL EFFECT ON EXISTING PROPERTIES AND 7 THE REQUEST WILL NOT CAUSE LAND IN THE AREA IN WHICH IT IS PROPOSED TO DEPRECIATE TOM PERRAULT SECONDED THE MOTION Tom Scott wanted verification that findings listed for the rezoning to B3 would apply to B4 zoning as well Steve Grittman indicated it would MOTION CARRIED UNANIMOUSLY 10 Consideration of a request for Comprehensive Plan Amendment for a change in land use designation from industrial to commercial and a request for rezoning from IlA Light Industrial to B 4 Regional Business South side of East Chelsea Road Applicant Mills Properties Inc Steve Grittman indicated there was no additional background information to be provided and he would address any questions the Council may have This site would be the location for the main building Tom Perrault stated that another location had been looked at in the area of Chelsea RoadDundas RoadEdmonson Avenue and he wondered why that site would not work for Mills Fleet Farm Bruce Buxton stated that although the site was similar in size it was not visible from I94 The site was surrounded by four streets so there would be four street assessments There would be multiple landowners involved so negotiation for the acquisition of the site would be more difficult The site was some distance back from TH 25 and didntoffer any visibility to the public Lastly the cost for the site was not feasible Susie Wojchouski asked if there were any other sites they had considered Mr Buxton stated they looked at a site to the south which had power lines running through it which would keep them from placing a facility of their size on the site They had looked four sites but they were narrow and didntallow placement ofthe building on the site as well as meeting the parking and setback requirements of the ordinance Wayne Mayer asked when there would be a ground breaking for the facility Ron Brezinski CFO for Mills Fleet Farm said that was not known at this time They try to do one new facility a year When the planning process is completed they can then do the calculations to determine when the site should be developed WAYNE MAYER MOVED TO APPROVE THE REQUEST FOR A COMPREHENSIVE PLAN AMENDMENT AND REZONING TO B4 REGIONAL BUSINESS TO ACCOMMODATE MILLS FLEET FARM RETAIL STORE BASED ON THE FINDINGS FOR APPROVAL INCLUDED AS EXHIBIT V OF THE JUNE 25 2007 COUNCIL REPORT AS FOLLOWS 1 THE SUBJECT SITE IS SURROUNDED BY A MIX OF LAND USES AND THE AREA IS NOT EXCLUSIVELY INDUSTRIAL 2 THE REQUESTED ACTION WOULD NOT RESULT IN SPOT ZONING 3 THE HIGHEST AND BEST USE OF THE LAND IS COMMERCIAL DUE TO THE LIMITED AMOUNT OFLAND WITH THE CITY WITH FREEWAY EXPOSURE 4 THE HIGHEST AND BEST USE OF THE LAND IS COMMERCIAL AS THE CONSTRUCTION OF THE 9 City Council Minutes 62507 they have to get the property owners to agree to work out the access issues The City would keep any easements they have Bret Weiss said there is no reason the City would want to keep the rightofway but he questioned whether the property owners could resolve the issues Clint Herbst asked where the culdesacwould be located Bret Weiss said it would not all go within the rightofway but would encroach onto the Mills Fleet Farm site Wayne Mayer agreed that it would be nice to be able to vacate the street He questioned the value of having a stub road Susie Wojchouski asked if any promises had been made to anyone relating to Dundas Road John Simola felt you have to involve those property owners in the decision Clint Herbst felt this item needed further investigation The reorientiation of the gas pumps was recommended based on one access to the north site If the City allows the two accesses the relocation of the pumps would not be necessary The Council felt the convenience store site needed two accesses for movement of traffic and safety considerations The Planning Commission felt additional facade improvements to the building should be made and those improvements should be specified in continued discussions with Mills Fleet Farm Facade improvements to the rear exposure of the car wash facility was recommended The Planning Commission felt as a commercial site with the exposure it has to the freeway there should be some additional improvements made but did not specify what Bruce Buxton addressed the five items The car wash site has an 85 easement on the north side adjacent to the freeway That land is being used for stacking for cars entering the carwash He noted that the carwash is a harsh environments and the design of the building was meant to withstand those conditions Clint Herbst stated they werentsuggesting drastic change in design merely dressing up what is there Bruce Buxton felt because the ordinance required that they landscape so that the building is 60 opaque to the freeway the design dressing was not necessary The building is 14 high and with the landscaping most people wont even see the carwash from the freeway As far as architectural changes to the building Mills Fleet Farm offered to take the Council Planning Commission and staff down to see their facility in Rochester which is currently under construction Wayne Mayer asked if the pylon sign being used at Rochester was the same one they were proposing for Monticello The City of Rochester allowed them to place the 400 square foot sign that they had originally asked for here Bruce Buxton stated that the 400 sq ft sign is allowed by conditional use permit under city ordinance Wayne Mayer asked why staff wanted the sign area reduced Jeff ONeill said there was no other sign competition so staff felt it could be smaller Steve Grittman said the sign of that size is allowed specifically for shopping centers where there are multiple tenants Mills Fleet Farm felt they were a shopping center even though they are the only tenant in the facility Wayne Mayer stated he did not understand why the City was trying to impede their strategy He felt if it was within City ordinance why not give it to them Steve Grittman responded that this is a single tenant use not a shopping center Wayne Mayer felt if you want to limit signs you achieve it by changing the sign ordinance Otherwise the City should permit the signage allowed by ordinance Staff indicated that 32 x 200 is what the ordinance would allow Rod Dragsten Planning Commission Chair noted that in looking at the sign they looked at 11 City Council Minutes 62507 AUTOR REPAIR AND PRELIMINARY PLAT APPROVAL FOR MILLS FLEET FARM WITH THE CONDITIONS OF EXHIBIT Z AS MODIFIED 1 TWO ACCESSES WILL BE ALLOWED FOR THE CONVENIENCE STORE SITE THUS ELIMINATING CONDITION 13 2 THE PLYLON SIGN APPROVED AS REQUESTED BY APPLICANT 50 FEET IN HEIGHT AND 400 SQUARE FEET OF AREA 3 CONDITIONS 9 14 AND 15 SHALL BE LOOKED AT FURTHER WAYNE MAYER SECONDED THE MOTION MOTION CARRIED UNANIMOUSLY Stewart Mills thanked the Council and staff for the courtesy extended to them and gave a history of their firm He pointed out that they did not request any assistance from the City such as TIF to locate in Monticello 12 Consideration of award of bids for Chelsea Road Improvement Proiect City Proiect No 200631C The City received 13 bids for the project with Latour Construction submitting the low bid The base bids ranged from 1291907to 1639891 As part of this project four alternates were bid 1 Concrete pipe 2 HDPE pipe 3 Pathway with concrete pipe or 4 Pathway with HDPE pipe The bid was less than the engineersestimate WSB recommended moving forward with the bid using the concrete pipe If the City decided to proceed with the pathway it would add approximately 64000 to the project cost Once the Council determines what alternatives they would approve the assessments would be recalculated and brought back to the Council Brian Stumpf asked why they felt the City should go with concrete pipe even though it is more costly Bret Weiss responded that concrete pipe is part of the City design standards This road would carry a lot of traffic and they feel concrete would holdup better RCP is more stable and less likely to crush Brian Stumpf stated he is not in favor of the trail that is being proposed and Susie Wojchouski concurred Jeff ONeill responded that the City is putting a lot of traffic on the road He felt this segment of pathway would have a lot of use because of the school and residential areas Wayne Mayer felt for the price it would be worth it to have this pathway in place Susie Wojchouski stated the industries didntwant a lot of pedestrian traffic going through an industrial area Clint Herbst asked if the City would be picking up the cost for the pathway Bret Weiss said the other option is to have the property owners construct the pathway as development occurs Shawn Weinand stated when they committed to the project they supported apathway on Chelsea Road Their assessment includes the pathway Wayne Mayer wanted to emphasize the Fallon Avenue overpass safety issues and that is a reason for the pathway With the bid coming in less than the engineersestimate that cost savings could be utilized for installation of the pathway The original feasibility report covered expanding the pond at the reservoir site but that was pulled out of the project The wellhead protection group wanted the pond lined but that was not included in the project The pond issue will be something that will be coming back at a future date Brian Stumpf asked how much money had been set aside for assessment Bret Weiss responded 844000 for this project which included the pathway and lighting The agreement with Weinand is that the road would be constructed with a pathway Susie Wojchouski asked 13 Jf1 u R PRELIMINARY PLAT OF MILLS ADDITION TO MONTCELLO N N I I 4 i iJ p 1h r iirM1 r nounrW wnm r Ny NK 4YAYT 7F mNoww NAME If170 DESCRIPTION PART OF LOTS 10 18 ANO 19 AUDITORS SUBDINSION N0 ONE WRIGNT COUNTY MINNESOTA iEE OWNER MONTICELLO INDUSTRIAL PARK INC A065 CHELSEA RD W euEIw FEErI MONTICELLO MN SSJfi2 wow APPLICANT Mlkl PROPERTIES INC PO BO SOS owwome BRAINERD MN pwm SURVEYOR WIDSEM SMITH NOL7ING ioaeca 780 INDUSTRIAL PARK RD aenwwr BAIER MN aonewo 20NINC LICHT INDUSRIALA AREA 3727 ACRES DATE MAr 3 zom RENSED DAIS MAY 17 2007 9E NOTE SEE E NGINEERING DRA WINGG FOR bDffIDNAL EISTINGNO PROROSED UT4ITVANO GMDING INFDRIMTIDN O U NN Z O Y O 6 X 0 2 0 2 f 6 O m m U O Q Q W W U p UZFw C7 W S J W Z Zi5W F 0 Qliz U w w s o zZCFgoW Z Q zoz J AZWN z a wWHZ wW Wo Z o O QQaWi Z W w o zcn o0ZzzaoWQoooQoWzwZOWZZOCJOQoWgoWzQozizwWaWgWo00WYW O0 UQwwcoWQazyozzWaJzzQWwzZQJWWQW UQ CC DD d F Z Z C Q CC pC w 0 0 Q O Q W 0 oC U U U m U d a i i O r O r O r 0 r r N N M M st iw Q Q Q Q Q Q Q Q M i W z g a z a o aazoJ Q o Z oggzZzZaowoggoogaaa O W C7ZaZZ JLQWzgzooJcscUncViCooooJJcnWQJ00WZZZywWwoggg U O OOOOOr OrNM r T N M cF T T T T C7 UUUUUU JJJJ C S3ina3sivia3womroi3 SNOIlIONOONIISIX3N Esao3nmsormmtl1OS3NNIWOT30LLNOWa0 saa3Ni3 ONI5311N3dOUd SIIIW SU C WNbd1331d SllIW X F e 40 e V7iG oN y UP O v Jb ZZtEdWlOOZSdH EIZ@I9wSsuy0WdSSIEZLOOSIBSSOt06WOL08SLL01001L01IA1O10Otl0atSN000OCOOBSLL01gleNMNOLO085LtOlSIIIWSLl1 f ZZLEOdWIOOZSdH ELZ021B oluo5syyWd9eEZLOOZSLS0EoOLOBSLLLJE01LJIIMdW15haN000OLOOBSLINAOnloW0L00951 LOISTLWSIL 1ru s3Jlne39 lVlN3YlptlIN13 otoBSt NYId AlllLLfl M m ea4 ejsaon3nunsaunStl1OS3NNIWOT3011NOW E ONI S3I1H3dOtld SIIIW v G 5d33NYJN3 WNtld 133ld SlllW a R gg Y I S S a tsa5gi b R z v g Sava I I Ia4d1abjpIIA73ooI e yo a I R 9 E Zb t A 7 g agj W ttYY o19r a z i i b i P sy m a a e t p a d d 4e 3i d9ab a v nJ I I I I I q4Oa P I S I i i i i i I ES n ri q I s 8 I S I IIJIitLvLnernaeI Ie NIWBLYMDdOJ SIB I pp a aRM4Fg74 g@r I C yy974 a SS R iffiYiRSWLLiAC1 a 1 L aFFi Qw y I Y I z a OLL NII NLL d y r 3 d 1 I1 J J Sbe be L 9 i1 i 17R Pr VP1 I adY I 9g 4 I I ILdd@3Y91 y 1 R al I I I I e I I I Oe II I I I I s ti a I I II I li I I a I I I a I I I I I I I I I I ZZlEPdWIOOZSdH fLZOfJBSIVOWdSfObZL00ZSNS0YJPOLOBSLLNb00LOIIAiO1OOtlJab15MN000OLOOBSLl0lglbIVOWOL0085L1O1SllIWSL L Nvld loawo Nasoaa V10S3NNIWOll30LLNOW C E NI S311H3dOtld SIIIW V WlNd 1331 SIIIW y CEdE 9 g a o I i I w 3 1 O cs s s s cs s i C W i O G i 7 c e s s ue 6 6S e ti i r A O r 9 55 Ow NOlJN11 l l I nq 9 NILdJ I I r o i ate m i ZZLSdW0025dH EtZONBVSnV0WdBZLbZLOOZelS0SOfiOL08SLLH3S00tOLIIIOLOOVOLSMaNOVUOL009SLLOLaIILVOWOLVOBSL L015llIWSLL u U q Z F LL U w6g g ti u xFx E wZiO w l mIIIIEliJ N Uw W O yd a Oo z V N F Z J WWyZyF Q W w a OH U W a W Z O m 0 a6 V FO 2 F O 60 J JJ m 7J JwNKNOIJLWNWOQO0jp W W W p W zuq Zy EOJwUOWw WyCZZ6UQ2 ay Q y ZZO UW 0o f7aa fw CO w u W Y O wV yOQ1r6n w y yOZZ KC 00 nZ K iJS W W r mFOW IILL W F WRO mm S JUQQ 00 ZmFZ NUdO F Z FK72F u2U OjnOtnNwpKKJOSwSm00wfLL uimUO O U mJ J 70 iIZ6FZFOZ 2 SUKWZSay1IOW Z O N7 Wm O UW H yCU ZZGrF 02UOUY2 W uF KOw wOuOUyCmWwo QKgSomw K HXCZOWJANeJy020QCHW O J WS YQmH7m Sl1tl130 lOL1N00 NOISOtl3 tl10S3NNIWOll30LLNOW t ONI S311N3dONd SIIIW WNtlj1331SIIIW V q E gA t O U OOOWW JWFgpojbowyWp a ym C Y O1 OO O ZC mW FViy K UXOinm p0 Y U 6O a Z u WK2U Q z z oG r o z Fio o z ao a u 0 z O O FuQjOC w y wwQzo Z U W S z wp LL a J a W W U Z Ynpp Z c S so U j n 3d6 N Z U I o oNmYu pwyvyUWY a W wu mWWa mgLL 000uQoJdsQ g y o F w G mgt 0 Sy w g5 a w aLL ffi owe gaa awogwijw363mooU00opmawwwFzwikjFz0O6m m w uw w o ui w Cw85gwwos a m aaqLLogEmaFOwWz43HOFmmwWSoOUwp rU w Z g F ZoLLg333gage O w Oz O 46eo w mN o Qwgwim oF 8 O i co w U g gmtSSLLnIoSa6Woo00Q w ZZtdWIOOZSdHELLOtlSpwwSYOWdZSO6ZLOOLel5LSO6LOSSIIU3SOO1L0lll0OOtlOeo15N90UOL00BStt0o11IwYJ OLOOBSILNSTIWSIL S3Nb35lxLN3WNObiN13 n Sb0A3Abf15 ONVI S1J311Htlx Sb3iNkJN3 i k 5 y g B a oaY xRC a e d p5 9 x s eaggg c 8tE E3 j e 05@cgge4s x E 4b e ksa g 6 p 3g yIx8pEg3 a 8 Sy iMF g2E@yjeryn i 9S y6iff83E4g6dgaix62 a C 8 e pqS85 p Y 3@ R t yy S 4 i px 2 e a 4 e y F @ S k Lpp4xgaEEx R x R gSC 6 3 5 g x5i e FCx3ygaX o k p a apaxk 6Rggai7g J 3 d58sa9eAx506 Z Z 1@ fxf5e3 2gSE6aip i e f c Ex 9 6 n e b y5@yi9qLo9t93i34YyegRE45SCBbsz g a 633 yApzcxiE2 pg A i6kS c 3 EE 4Y 5BiiitS7y8iedk9YESxE99b Eyg2 x3xag pksxRi3E9LixQY2RRSdS a 4YE52 9 R aG1 f I i i j j ail TM N V1O53NNIWOT30LLNOW 4 L a rBOONIS3I1N3dONdSIIIWJ yes uo WUtld 133ld SlllW Y Ye gCi o i R aR s R a am a q a Eaa g ie Fe E 22 L wEw nsuR a a A s a a R wa FSa aRR m 56 A rv E R R3 z5 E3 pe a 3 P mm a 1e i 2sBb6pae939599 a Fxk Bg 93 i i E 47asfdi6F Ye ZZlEOdWIOOZSdH L120l16luoSs14WdO6LZLOOZBLISSEx4Z0ll6rnpOLOSSLLdYMLOLIIIJ100VJyolSWJOOOOL0005LLNOAOUOWOLDOBSLLO SIIIWSLI i f J 3iAtl3slVtN3VMOMMl3 atae5lt ban Ntlld 3dtlOSONtl1 Sa0A3rWt15 @iV1 as w aw w siazwav M o tl1053NNIWOT3011NOW 4 b Sa33NI0N3 OM S311H3dONd SIWY J Wtltl31331d S1W E as e w A a g a C x J dCa3F4s s 38 yypGCZi J Y4 2bY diY EGk Z a Y gg3 rn e a m o rn n 8i a Sali aa 2 g ss v s a 1 ll 0 LL N y O O N F OwgJ y r ppi N 11 J Jf d J ti LLNLL bS k 4 h 4 f3F aa qqA 3p3a9 SpSi a va xa xa sa x aaa 33 33 33 d3 3 @ @ e aa r 1 a p S p S e i F 8 6 e3 5 a i i l liiI c@ C @ @ 3 6 ae a ae Iff ae as 9 a g ilaaae4a e9a 2ZLEWIOOZSdHLIZOi18OSsiV0WdEOLZZLOOZall590x9ZtLlam0OLOSSaId7M10lIAlOOOVOIaoSMaIJ000oG00951101ap11aWOL0085lLUSlIIWStIIf a 1 inoxR Z1I1 I snlneasivLN3wmNinN3 fitlOA3Nif14 UNVt 61311Nn 6L33NiW3 p gSXdE 3 P l ye r 59N aY9 eYli BpR y O d9P AS d6 CSe Y4 U Q y V B 1 I O msaearin6 I I N fit I O m jY L w LL LL N N N O J N 11 LL oj W CL J N LL r O m X 43 33 4 33 4 3 k 3 5 yy1 ik I Y a aa aa aa aa aa a s 33 3 33 33 3 F i9 ea n a ea R x yy zz p rp 9 z fA i 1 g 5pp S6 3 ei 5a d ii pjj i 00C fie aa sa aea a aa a9 6 R i ypbEgg@3aas98bgP i 2ZltadWlOOZSdH tLZ@18 towuoScVVOWd bELZZLOOZBLS SizbZ ZLlBmpOLOBSLLd7ML0lIAlOOOtl0ro1SNNb00OLOO85LLVAlIOWOLDOfISttOSIIIWSLtI nmesu NV1d 3dvDSONtl1 V1OS3NNIWO173O11NOW N a O JNI S311L3dOMdSIIIW S J W2Itld 1331d SIIIW Sninea ns arm ninta S uamour SH33MIX13 uaaoxvaxoa iw a o 3 lin loa au ala j giR l R 4A kk kk Yk rc x 69 4 F t 4 44 4 i k SS g YY jB X i3 i3 33 i3 3 F U 33i i i jS yyyF2 i BA 3 3 @E g3 z 5 a e liltigl i i Bc E 3 ia na sa aea a as s9 l i a a s a I 4 f vm L N1ld3dtlO5ONtl1 V10SSNNIWOll3I1NOW a ONIS311N3dONd S1lIW J c WNtld 133ldSlliW PX E a g R ayyapptltl8tlngqi8i33333d 8 s e N Y FO m ZZLdValOOZSdHELZOMBloWUOSglu0WdOOZZZL00Z8LI5SEx4ZLlnNGOLOBSILdIMLOllIJ100tlJalo1SX000OLOO85LL0glkoluoyypL0085LL0ASllIWSLt f 3JINi35NlN3WWtHN13 ULU09L NV1d 3115 aoA3ntlnsaNV1 tl10S3NNIWOT30LLNOW E nanv M ON133LLtl3dONd STIIW V L 6tl33WON3 WWl1331l SIIIW QSYE W iWm3da g G R Q c IIII i Is h1 q gg n 9 G i c J s b8 age R azz v 3 a x m a R C Vdam g w d aadqo e1M Nyy n W t a K K m 6 wAR8me1A as as a ad I I P8 88 88 B U DO I 9g 9 9a 9gS 1 I L p RG jIeyi9pRt 9 it 8ge I l u g IGoaruCoruGOKiiU0 I Bpi ge aoau aaau i nxn nU64osruCOCrJU I I I I a ti E 9 4 I Io W LL r kNNt 1 a OW SW I wvYLLILL J B t1 1 L I 1 0 IR 1 yg3 I I I I I a II IiII o I I 1 ZZLfWlOOZSdH CLZONB5sW0WdLLSflC00ZSLSOZOOLOBSLLdSZOOlLO11A10OOtl0ao1SMeNOW0OOBSLIOIMIIfVhOL008SL t01SllIWStLI l J J 53S41a3S 1a1N3Y1nptlinN3 N vmo9cS0Ia13WOlONd sao 3nareowvi V10S3NNIW 3NItll9esi auNwvw 0NI S311a3dOad SlIIW S a nnSa33NroN3 wavd 1331dsnlw s b a h a h p h a n a a 0 990 a900099On hhh n a W h h h1 r09 0a a a h9099 a a a a h a s 9 fp4 h h e a9 nn GI as 9 h n n h 9 9 h 9 9 a a a 9 9 n h 9 a 9 ti a a 9 h h n a 9aa a h e o y n a ahn aa9 a y a y n a s 9 a a a h z a s s a a 49999h9aa900hahaI f r j j I I I I I I 91 a a J90900ql hAAM A f OSIP 4Yhi9 9 heM1 h L hda s 9a I 9 n h H h n nejoonnnoh 9 sn a v n e Y h a n 9 9 h 9 a a b a h a s h a n h h h9 4 h 9f a h a 9 n 0 n n 9 9 9 0 a a a a h na 9h h a h a a a a h 9 h a 9ha ahhh hf ya99 a9990 a9n0ah a s a9 hh 9 y99aaahh9hh h a a h 0 y 0 0 s 9 h 9 y a 9 a a a a a a h h V 9 a 9 Y a a s 9f a h99 a9a099999Oe O a 9 n a 4 9 h a 9h an f 99 h 9 0 INI IM IINNNI h a a a s s s s 9 4 990 h0 n 0 a a 9 h h 0 0 h h 9 h a a 9 a 9 h a a 9 h a h 99 ea 9 n9 9 h a9 h np neo Z po h a 9 h 9 hh yh a9 C OYn9 9 a a h 9 a n n 9 a Ib h a a 9 n h h h a aa a 9 h ha h h a n a h e n e a 0Oj r fn9 9 9 h O a s O a a 9 a e 9 a 9 h n n ate n C Aa lYln Wb y O y y 9 a 9 s 9 ah senh h a h 9 Planning Commission Agenda –06/01/10 1 6. Public Hearing: Consideration of a request for rezoning from CCD (Central Community District) to CCD-R (Central Community District Residential). Applicant: Masters 5th Avenue/Fluth, Barry (AS) A. REFERENCE AND BACKGROUND The applicant is seeking an amendment to the Monticello Zoning map that would rezone the property legally described as Lot 4, Block 36, Original Plat of Monticello, from CCD to CCD-R. The property is located on the west corner of Locust and Third Street and is approximately .75 acres in size. As the Planning Commission is aware, the applicant had previously received approval of a conditional use permit for a commercial development known as Landmark Square II at this location. That CUP has been extended three times since its approval in 2005. In May of 2010, the Planning Commission reviewed a request by the applicant to amend the CCD language to allow for greater ground floor density in the CCD. Rather than allowing for the increased density on the ground floor across the district as a whole, the Planning Commission instead recommended approval of an overlay zoning district for the CCD that would accommodate increased ground floor density under a conditional use permit. The City Council subsequently approved the overlay district amendment on May 24th, 2010. In the Council’s discussion, there was some consideration for delaying action on the rezoning to permit the City’s downtown planning process to occur. In addition, concern was raised over the addition of apartment buildings in the downtown. However, the majority agreed that the ordinance was proper, and voted 3-2 to establish the amendment. For the applicant’s purposes of developing a commercial CUP allowing increased density, the property would first need to be rezoned to CCD-R. In making a determination that the CCD-R zoning is appropriate for this particular parcel, the Planning Commission will want to consider whether the rezoning will meet the findings specified within the district purpose statement as follows: In establishing this district and rezoning property for the uses herein, the City finds that the goals and policies of the City’s Comprehensive Plan are being fulfilled by ground floor residential uses, including those goals and policies expressly applying to uses in the downtown area as may be adopted as a part of any Downtown Revitalization Plan or similar component of the Comprehensive Plan. Parcels shall be zoned “CCD-R” only where the more intensive residential uses allowed by this overlay Planning Commission Agenda –06/01/10 2 district can be found to enhance the commercial concentration in the surrounding “CCD” downtown area. In short, the primary issue for the City is whether the use of this parcel for residential purposes, including the intended ground floor residential, will serve to enhance the commercial downtown. In considering this question, the Commission may review a number of influencing factors, including the location of this property relative to other commercial and residential uses, the capacity for commercial development at this location, and the potential break-up of the flow of commercial development along this corridor. In looking at the surrounding uses, the majority of property to the west of this site is utilized as single-family residential, while the property directly to the north includes a mixed residential/commercial project in Landmark Square. To the east is a former single-family home that has been converted to a multi-tenant professional building. Directly to the south, across Third Street, is a strip center commercial facility. Although the uses are predominantly commercial in nature, especially at the ground floor level, this area is adjacent to a broader area of residential, although primarily single-family. A multi-family use in this location could be viewed as a transitional use between the commercial properties and the single-family homes. The CCD-R language adopted does allow for this parcel to be considered for overlay rezoning in terms of its street frontage, as this property does not directly front Pine, Broadway or Walnut Street. Other conditional requirements would require review as part of the Conditional Use Permit application. In review of the potential for commercial development for the site, it was noted in the previous report that a continuous commercial flow, coupled with the concentration of commercial enterprise, tends to support greater numbers of multiple-destination shopping trips for the downtown. Disruption of that flow may decrease the viability of additional commercial development in the area. However, it was also recognized that the addition of housing may directly increases the market for current and future business enterprise in the downtown area. The applicant has attempted to develop the site as commercial, although market forces may have precluded its success to date. To further discussion the following are applicable Comprehensive Plan goals and policy statements. Downtown is intended to be an inter-connected and supportive collection of land uses. The primary function of Downtown is as a commercial district. Other land uses should support and enhance the overall objectives for Downtown. 3. Wherever possible, street fronts should be reserved for businesses. Planning Commission Agenda –06/01/10 3 4. Housing in the downtown can facilitate necessary redevelopment and bring potential customers directly into the area. Housing may be free-standing or in shared buildings with street level commercial uses. In summary, the Commission will need to weigh the potential rezoning in terms of consistency with the Comprehensive Plan’s objectives, which are currently evolving in light of the “Embracing Downtown Monticello” planning effort. B. ALTERNATIVE ACTIONS Decision 1: Rezoning of Lot 4, Block 36, Original Plat of Monticello to CCD-R 1. Motion to recommend approval of an amendment rezoning Lot 4, Block 36, to CCD-R based on the finding that for this parcel, the more intensive residential uses allowed by CCD-R will enhance the commercial concentration in the surrounding “CCD” downtown area, and that the rezoning is consistent with the goals and policies of the Comprehensive Plan. 2. Motion to recommend denial of the amendment, based on a finding that the rezoning is not consistent with the goals and policies of the Comprehensive Plan and that the intensive residential uses allowed by the overlay district on this parcel will not enhance the commercial concentration in the surrounding CCD. C. STAFF RECOMMENDATION Under the overlay district concept, the City has significantly increased discretion as to where ground floor residential may be allowed in the CCD, permitting the City to minimize any interference with business interaction that such housing might cause. In making its determination on this request, the Planning Commission’s specific focus is on consistency with the Comprehensive Plan and this parcel’s impact in terms of achieving the goals for the downtown area. It is noted that the current planning efforts may redefine those goals. D. SUPPORTING DATA Exhibit A: CCD-R Regulations Exhibit B: Comprehensive Plan – Land Use, Downtown Exhibit C: Landmark II – Aerial Image Exhibit D: Downtown Area – Aerial Image CHAPTER 14C “CCD-R” CENTRAL COMMUNITY DISTRICT – RESIDENTIAL OVERLAY SECTION: 14C-1: Purpose 14C-2: Permitted Uses 14C-3: Accessory Uses 14C-4: Conditional Uses 14C-5: Interim Uses 14C-6: Lot and Building Requirements 14C-7: Design Review 14C-1: PURPOSE: The purpose of the “CCD-R”, Central Community District – Residential Overlay is to provide for sites within the “CCD”, Central Community District that are appropriate for full use as multiple family attached housing, including residential uses on the ground floor. In establishing this district and rezoning property for the uses herein, the City finds that the goals and policies of the City’s Comprehensive Plan are being fulfilled by ground floor residential uses, including those goals and policies expressly applying to uses in the downtown area as may be adopted as a part of any Downtown Revitalization Plan or similar component of the Comprehensive Plan. Parcels shall be zoned “CCD- R” only where the more intensive residential uses allowed by this overlay district can be found to enhance the commercial concentration in the surrounding “CCD” downtown area. 14C-2: PERMITTED USES: The following are permitted uses in the “CCD-R” Overlay District: [A] All those uses permitted in the “CCD”, Central Community District, Section 14B-2. 14C-3: ACCESSORY USES: The following are permitted accessory uses in the “CCD- R” Overlay District: [A] All those accessory uses as provided for in the “CCD”, Central Community District, Section 14B-3. 14C-4: CONDITIONAL USES: The following are allowed as conditional uses in the “CCD-R” Overlay District: [A] All those conditional uses as provided for in the “CCD”, Central Community District, Section 14B-4. [B] Buildings containing multiple family dwelling units on the ground floor in excess of density otherwise allowed in the “CCD”, Central Community District based on the procedures set forth in Chapter 22 of this ordinance, and subject to the following conditions: 1. The subject parcel is located in an area that does not abut directly on any of the following roadways: Trunk Highway 25 (Pine Street), County State Aid Highway 75 (Broadway Street), or Walnut Street. 2. The subject parcel does not interfere with the flow of pedestrian commercial traffic in the “CCD” area. 3. The exterior building materials for principal and accessory buildings at ground floor level shall be consistent with commercial buildings, including brick or concrete masonry, glass, and similar materials up to a height of no less than twelve (12) feet from grade. 4. Upper floor building materials (above the ground floor), may utilize residential materials such as lapped siding. 5. Parking shall be provided on-site at a rate of no less than one and one- half spaces per residential unit, unless the facility is expressly reserved for senior citizens. No less than fifty percent of the parking shall be covered. 14C-5: INTERIM USES: The following are allowed as interim uses in the “CCD-R”, Overlay District: [A] All those interim uses as provided for in the “CCD”, Central Community District, Section 14-B-4. 14C-6: LOT AND BUILDNG REQUIREMENTS: The following requirements shall apply to all properties in the “CCD-R” Overlay District, except where otherwise expressly stated in this Chapter: [A] All requirements as listed in Chapter 14B-6, “CCD”, Central Community District. 14C-7: DESIGN REVIEW: The Design Review process as found in Chapter 14B-7, “CCD”, Central Community District shall apply to all buildings in the “CCD-R” Overlay District. Additional public objectives and strategies for Places to Work can be found in the Economic Development chapter, Places to Shop Places to Shop designate locations that are or can be developed with businesses involved with the sale of goods and services. Places to Shop may include offices for service businesses. Places to Shop guides land uses that are both local and regional in nature. Policies - Places to Shop In guiding land uses for Places to Shop, the Compre- hensive Plan seeks to. - 1. The Comprehensive Plan seeks to attract and retain businesses that provide goods and services needed by Monticello residents. The Comprehensive Plan describes issues, plans and policies related to the Downtown in several sections of the Plan, Downtown Downtown is a unique commercial district that is part of Monticello's heritage and identity. It is, however, no 2. The Comprehensive Plan seeks to capture the op- longer possible for downtown to be Monticello's cen- portunity for commercial development that serves tral business district. The mass of current and future a broader region. Places to Shop with a regional orientation should be located where the traffic does not disadvantage travel within Monticello. 3. Commercial development will be used to expand and diversify the local property tax base and as an element of a diverse supply of local jobs. 4. Places to Shop will be located on property with ac- cess to the street capacity needed to support traffic from these businesses. 5. Each parcel should supply an adequate supply of parking that makes it convenient to obtain the goods and services. 6. Building materials, facades and signage should combine with public improvements to create an attractive setting. 7. Site design must give consideration to defining edg- es and providing buffering or separation between the commercial parcel and adjacent residential uses. These policies help to create sustainable locations for Places to Shop in a manner that enhances Monticello. commercial development south of Interstate 94 along TH 25 and in east Monticello along interstate 94 have replaced the downtown area as primary shopping dis- tricts. The future success of downtown requires it to be a place unlike any other in Monticello. The Comprehensive Plan seeks to achieve the vision and objectives described in the 1997 Downtown and Riverfront Plan. Downtown is intended to be a mix of inter -related and mutually supportive land uses. Businesses involved with the sale of goods and services should be the focus of Downtown land use. Residential development facilities reinvestment and places poten- tial customers in the Downtown area. Civic uses draw in people from across the community. During the planning process, the potential for allowing commercial activity to extend easterly out of the Down- town along Broadway was discussed. The Compre- hensive Plan consciously defines — as the eastern edge of Downtown for two basic reasons: (1) Downtown should be successful and sustainable before new areas of competition are created; and (2) The Comprehensive Plan seeks to maintain and enhance the integrity of residential neighborhoods east of Downtown. esi 3-1 2008 Comprehensive Plan Lan d Use 5i More than any other land use category, Downtown has strong connections to other parts of the Comprehen- sive Plan. The following parts of the Comprehensive Plan also address community desires and plans for the Downtown area. - 00. The Land Use chapter contains a specific focus area on Downtown. The focus area contains a more detailed discussion of the issues facing the Downtown and potential public actions needed to address these issues. The operation of the street system is a critical fac- tor for the future of Downtown. The Transporta- tion chapter of the Comprehensive Plan (and the related Transportation Plan) influence the ability of residents to travel to Downtown and the options for mitigating the impacts of traffic on Highway 25 and other Downtown streets. Oo- The Parks chapter of the Comprehensive Plan provides for parks in the Downtown and the trail systems that allow people to reach Downtown on foot or bicycle. lo- The Economic Development chapter lays the foun- dation for public actions and investments that will be needed to achieve the desired outcomes. Policies - Downtown 1. Downtown is a special and unique part of Mon- ticello. It merits particular attention in the Com- prehensive Plan and in future efforts to achieve community plans and objectives. 2. Downtown is intended to be an inter -connected and supportive collection of land uses. The primary function of Downtown is as a commercial district. Other land uses should support and enhance the overall objectives for Downtown. 3. Wherever possible, street fronts should be reserved for businesses. 4. Housing in the downtown can facilitate necessary redevelopment and bring potential customers di- rectly into the area. Housing may be free-standing or in shared buildings with street level commercial uses. 5. Downtown is the civic center of Monticello. To the degree possible, unique public facilities (such as the Community Center, the Library and the Post 3 - 1' Lf -71 ul s Office) should be located in the Downtown area as a means to bring people into the Downtown. 6. Downtown should emphasize connections with the Mississippi River that are accessible by the public. 7. Downtown should be a pedestrian -oriented place in a manner that cannot be matched by other com- mercial districts. 8. Downtown should have an adequate supply of free parking for customers distributed throughout the area. 9. The City will facilitate private investment in Downtown and, if necessary, use its redevelop- ment powers to remove barriers to desired private investment. All of these policies work together to attract people to Downtown and to enhance the potential for a successful business environment. Mixed Use The Mixed Use is a transition area between the Down- town and the hopsital campus. It has been createdin recogonition of the unique nature of this area. The area serves two functions. It is the edge between long-term residential neighborhoods and a major tranportation esi corridor (Broadway Street). It is also a link between the Downtown, the hospital campus and the east in- terchange retail area. The primary goal of this land use is to preserve and enhance housing in this part of Monticello. Any non-residential development should be designed to minimize the impacts on and conflicts with adjacent neighborhoods. Policies - Mixed Use. 1. Development should not have direct access to Broadway street. 'Access should come from side street. 2. Non-residential development should be limited to small retail, service and office businesses. The scale, character and site design should be compatible with the adjacent residential neighborhoods. Ln ArV S. :� ''� Ai •'fid" �'' �� � � .. � Qi x iCrl Ali. Am e IP Its �r ��► cl • t � T Of I, f / a � � .Y' .m,� .�• �- .�, oaf 'h6r..: V r �•. tilt �� � F ♦. � � _ � ji y ,/' , •s� w �4 , t ' aY Al , Nc AV `o t C71 /EIAW ar F Afi CoilX �rY;p' , �,. `yt : .fit""'..., > 11F ah„' I !w' ri• I F Off?. • -`v►`` r .. ! 44, s. y ✓ ..a _ K iiw � ,+ ` �'; ,_ ��. .. rte' - a � IF... r IN�. n kf lot ” �+¢ ��.. �` �, ,""y'P ; .�. iv o • ,[ Fes' .f,r �'••t RL IL " _ '`"�'+. • 1. " '� 4 � ty" r i � •-�-'. �E� _ v 'T 1 � + ` � ._ �� tea. ��. .yam Z" { ♦ ry :'tt v. `" -, • =�•k _ ',. �, s �.. � � _ it � f _, Via. alE' , a _ ...•` *� .�r,. � i��:.� �� �' � RM�v 7� �/ j1 fir• .`:,- � �� -t 11, � k ,! � < w' - Hit, �� a� ° � � - - 1 P• OA jr F . 4 if a�IV wlt IR m 4 � ;, HNO- 42' I >♦ A r. ,. ♦ _ '` 'fly, t� ` y�,� 0�� s t „ zx-• � � � � } ter:. � yp' ,�•,';�r ,� •d•;,. aI , 'Mir � Y 1M...,., • ` • vl. , yam is A ,w (//.. !max• I 4 Al NO ' 1y t.. ' '1`..• ,'� fin ...�"9^' .,t a'T:� ' a•w a '` . a ti 1 F� > _ ^16 . Planning Commission Agenda - 6/01/10 7. Public Hearing - Consideration of a Comprehensive Plan Amendment, Conditional Use Permit for Cross Parking, Cross Access and Drive-Through Facility and Preliminary Plat for the proposed Nicolle Addition, a commercial development in the CCD (Central Community District).Applicant: Semper Development. (NAC) REFERENCE AND BACKGROUND Semper Development has submitted plans calling for the construction of a 14,820 square foot Walgreens drug store upon a 1.5 acre site located north of Broadway Street and east of Pine Street (Highway 25). In addition to the drug store building, a two story, 5,166 square foot commercial building has also been proposed at River Street. The subject site is zoned CCD, Central Community District, the intent of which is to implement the various plans and provisions of the City‟s Downtown Plan. To accommodate the proposal, the following specific approvals are necessary: 1. Comprehensive Plan (Downtown Plan) Amendment 2. Preliminary/Final Plat (Nicolle Addition) 3. Conditional Use Permit (to allow an accessory drive-through lane and cross parking/access) ISSUES Comprehensive Plan Amendment In 1997, the City adopted a Plan for the Monticello Downtown entitled “A New Bridge: Revitalizing Monticello‟s Downtown and Riverfront”. Generally speaking, the Downtown Plan directs development which builds upon the traditional character of the Downtown and reinforces Monticello‟s small town qualities. In this regard, the Plan includes several policy statements applicable to the proposed placement of the drug store upon the subject property. According to the Downtown Plan, buildings should be placed along Broadway Street to create a strong “edge” to the street. The Plan further states that street corners should be occupied by a significant use and parking lots at street intersections should be prohibited. The Plan specifically directs a “build to” line of zero feet (or a zero lot line setback) along Broadway Street and a 100 percent “build out” along the street except if pedestrian passages and plaza spaces are developed. While structures are proposed to abut Pine and River Streets, the drug store‟s parking lot is proposed to border Broadway Street. Thus, the proposal is not consistent with the current policies of the City‟s Downtown Plan. To address this inconsistency, an amendment to the Downtown Plan is necessary. In this regard, the following draft language should be considered: At the intersection of Broadway and Pine Streets, parking lots may be constructed only when all of the following conditions exist: Applicable traffic safety and access requirements limit the ability to comply with building location standards of this Plan. At least fifty (50) percent of either the Broadway or Pine Street frontage is occupied by a building (non-parking area). An alternative vertical element is located at the street corner which, as determined by City Officials, establishes an architecturally compatible corner presence. Such elements may include, but not be limited to public art, interpretive signage, architectural business signs and architecturally appropriate lighting. While making an allowance for the proposed Broadway Street parking lot, it is believed the preceding language maintains a present intent of the Downtown Plan by continuing to promote visually dominant street corners. Preliminary/Final Plat Process. As part of the development of the subject property, the formal platting of the land has been proposed. In this case, the applicant has requested simultaneous preliminary/final plat approval. The platting is essentially a replat of existing lots to accommodate the new building configurations. Streets. As part of the subdivision, right-of-way is proposed to be dedicated along both Pine and Broadway Streets. The acceptability of right-of-way dedications as should be subject to comment and recommendation by the City Engineer. Two recommendations of the City Engineer are particularly relevant to this application. First, to accommodate the right turn lanes from east-bound County 75 (Broadway) to north-bound TH 25 (Pine), an additional triangular area of right of way dedication is necessary at the corner. Engineering staff has produced a drawing that illustrates this additional right of way. The second recommendation flows from the first. By taking the triangular area of right of way at the corner of Broadway and Hwy 25, the applicant‟s sign and parking area will no longer fit on the property as originally anticipated. As a result, the Engineers are recommending that the site development shift four feet to the north. This will require a vacation of a four foot sliver of the River Street right of way along the width of the property. A separate public hearing has been scheduled to address this issue. Engineering staff indicates that grades and adequate right of way will still remain to accommodate sidewalk and street reconstruction of River Street as a part of this project. Lots. The proposed subdivision (Nicolle Addition) consists of three lots, the use and area of which are summarized below: Lot # Use Lot Area 1 Walgreen‟s Drug Store (proposed) 46,445 square feet 2 Commercial Building (proposed) 8,871 square feet 3 Existing Commercial Building 15,297 square feet The applicable CCD, Central Community District, does not impose a minimum lot area or lot width requirement. Thus, all proposed lots meet the minimum dimensional requirements of the Ordinance. While a minor issue, it should be noted that the areas of lots 1 and 2 are incorrectly listed on the area summary included on the preliminary plat drawing. This should be corrected as a condition of preliminary/final plat approval. Easements. Appropriately, the preliminary and final plat drawings illustrate drainage and utility easements. The acceptability of such easements should be subject to comment and recommendation by the City Engineer. As shown on the submitted site plan, Lots 1 and 2 share both access and parking. In this regard, cross parking and access easements should be established. This issue and the easement documents to be prepared by the applicant should be subject to comment and recommendation by the City Attorney. As a separate document, the applicants will be asked to dedicate an easement for pedestrian/sidewalk purposes along TH 25, as the public sidewalk will be located on the applicant‟s private property. The location of the sidewalk will accommodate green space between Pine Street and the sidewalk along most of the Pine Street frontage. Park Dedication. The City does not impose any park dedication requirements upon commercial subdivisions. Conditional Use Permits Drive-Through Lane. As shown on the submitted site plan, a drive-through lane has been proposed on the east side of the drug store building. In CCD zoning districts, accessory drive-through facilities are allowed via conditional use permit and are subject to the following requirements: 1. Service through drive-through facilities is accessory to interior on-site or sit-down service within the same building. 2. Drive-through lanes are designed to avoid disruption of pedestrian and vehicular traffic flow both on and off-site. 3. Landscaping and other site improvements are included which screen automobile stacking space from the public street. 4. The principal building occupies no less than forty 40 percent of the property exclusive of easements devoted to public pedestrian use or other outdoor public spaces. 5. The building site and signage meet the standards for the CCD district and design review is conducted by the Planning Commission. 6. The proposed use demonstrates compatibility and consistency with the City‟s Comprehensive Plan and Downtown Revitalization Plan. As proposed, the drive-through lane measures 12 feet in width with approximately 60 feet of stacking space behind the “pick up” window, (providing stacking space for three cars). The proposed drive through lane is considered “low volume” (in comparison to “high volume” coffee shop and fast foot drive-through lanes). The amount of stacking space provided has also proven itself to be sufficient in other Walgreens drug stores. In this regard, the proposed drive-through lane satisfies applicable evaluation criteria of the of the Ordinance and is considered acceptable. Access. Access to the site is provided from the north via River Street and the south via Broadway Street. It is understood that the Broadway Street access to the site is to be right-in only. With this in mind, it is recommended that the configuration of the access drive be modified such that its design is not conducive to right-out turning maneuvers. Internally, future access to the adjoining property to the east has been provided for on the site plan. A part of the cross-access and cross-parking Conditional Use Permit will be to accommodate joint access with future redevelopment on the adjoining property. Staff is suggesting that this element be included in the conditions of the approval on this site. Joint access and parking is an essential element of the reduced overall parking supply allowed in the CCD zoning district. Curb cut locations and widths should be subject comment and recommendation by the City Engineer. Off-Street Parking. As shown on the submitted site plan, off-street parking is proposed on the south and west sides of the site. While, the configuration of the off-street parking area is considered straight-forward and well conceived from a functional standpoint, as noted above, a Comprehensive Plan Amendment is necessary to accommodate parking at the corner of Broadway and Pine Streets (currently discouraged by the Plan). For retail commercial uses, the Zoning Ordinance requires one off-street parking space per 200 square foot of floor area, with an allowance of 10% reduction for common or non-productive areas. Under this scenario, a total of 67 spaces would be required for the drug store and 23 stalls would be required for the two-story commercial building (totaling 90 spaces), which results in a final requirement of 81 spaces after the 10% allowance. However, the Zoning Ordinance also allows a 40 percent reduction in off-street parking supply requirements provided that cross parking/access easements are provided. In such a scenario, the applicant could provide as few as 49 off-street spaces to comply with the minimum. The submitted site plan illustrates 66 off-street parking stalls, 56 stalls for the Walgreens store and 10 stalls for the two story commercial building. Assuming cross parking/access easements will be provided, applicable off-street parking supply requirements have been satisfied. As a condition of CUP approval however, cross parking/access easements should be provided. According to the Ordinance, off-street parking stalls must not be less than nine feet in width and 20 feet in depth, with drive aisles 24 feet in width. The applicants have designed the project with 25 foot wide aisles and 18 foot deep spaces throughout. Staff is recommending reconfiguration of the parking lot design to accommodate the full-sized parking stalls wherever practical. Stalls depths of 18 feet have been allowed (as a City policy) for interior parking stalls which allow for bumper overhangs, such as those adjacent to sidewalk areas where there will be no interference with landscaping or snow storage. The applicant has stated that they will seek to increase parking lot stall dimensions, including through slight narrowing of landscaped islands. Building Design. As shown on the submitted building elevations, the drug store and two-story commercial building to the north are to be finished in face brick (“beige” and „light iron” in color). Standing seam metal awnings (“dark bronze” in color) have been proposed above window and door openings. While the proposed building colors are considered generally acceptable, it is recommended that color samples and/or a color rendering of the building (s) be provided for City review. The drug store is a single story measuring just over 28 feet in height. The commercial building to the north is to be two stories and measures 29 feet in height. Architecture of the two buildings draws cues from historic, architecturally significant commercial buildings in the Downtown area applying similar building materials, colors and details. In this regard, the new buildings appear to “belong” in Downtown Monticello. The subject site has significant visibility along Pine Street. Thus, particular care was taken in the design of building elevations which face the street. As shown on the submitted elevations, the west building facades include building entrances, windows, faux windows and awnings, all of which contribute to a positive pedestrian experience. The proposed building architecture is consistent with the directives of the City‟s Downtown Plan. As an informational note, City staff has been notified of potential concern for the structural integrity of the building on the adjoining parcel to the east. The applicant should take measures to ensure safe removal of the structures on the subject parcel as part of any demolition permit. Building Height. Unlike many zoning districts, the applicable CCD, Central Community District establishes a minimum building height requirement. Specifically, a minimum height requirement of 15 feet is imposed. At 28 and 29 feet in height respectively, both the drug store and two-story commercial building exceed the minimum height requirement of the district. Landscaping. For commercial sites, a minimum of one overstory tree per 1,000 square feet of gross building floor area, or one tree per 50 lineal feet of site perimeter, whichever is greater, is required. The perimeter of the development site (excluding Lot 3) measures approximately 1,020 lineal feet. As a result, 20 overstory trees are required as opposed to the 17 trees which would be required under the floor area calculation. As shown on the submitted landscape plan, a total of 18 overstory trees have been proposed on the site. Proposed plantings include five White Pines, seven Honey Locust and six Autumn Blaze Maples. The number of trees provided is two short of the minimum requirement. The Honey Locust plantings include a number along the Broadway frontage, or as part of the parking lot landscaping, complementing the City‟s Broadway streetscape. A variety of shrubs and perennials are also planned for the site, including Alpine Current shrubs, various perennials and flowers. As noted, the number of proposed overstory trees is two short of the minimum supply requirement. The Ordinance does however, allow for an equivalent of up to 50% of the required number of overstory trees to be created through the use of overstory trees in combination with other landscape design elements such as ornamental trees, shrubs, flowers, and berming. In no case however, may the number of overstory trees be less than 50% of the above formula. The burden shall be upon the developer to demonstrate by narrative and by graphics how the equivalent effect is provided. The equivalent effect is subject to the approval of the City Council. After reviewing the number of proposed perennials (89) and shrubs (18), Staff recommends accepting them as a substitute for the required number of trees. It must be recognized that the subject site holds significant limitations in regard to landscaping. Zero lot line setbacks as well as land devoted to access drives and sight visibility triangles leaves very little area on the site which may be devoted to plantings. The ratio of plantings per available land area for landscaping is considered consistent with the intent of the Ordinance. One area where additional landscaping may be beneficial is the future development site of the two-story building on the north half of the property. As discussed below, the landscaping on this parcel will be an important component of the view of the north wall of the Walgreens building, as well as the screening of the trash and loading area from the north. The City will be examining opportunities to supplement the private landscaping with elements that enhance the City‟s streetscape in the area. One such element will be the placement of the City‟s bridge-rail segments that are in various locations throughout the core downtown area. The use of these elements may be most appropriate at the corner of River Street and TH 25, as well as to supplement the corner emphasis at Broadway and TH 25. Signage Pylon Sign. As shown on the submitted site plan, a drug store pylon sign has been proposed at the corner of Pine and Broadway Streets. The sign measures 22 feet in height and 87 square feet in area (per face). According to the Ordinance, pylon signs may not exceed 22 feet in height and 100 square feet per face. Additionally, a 15 foot setback from public rights-of-way is also required. While the sign meets all dimensional requirements of the Ordinance, it is believed an opportunity exists to build upon the intentions of the City‟s Downtown Plan which encourages strong edge treatments, particularly at block corners. While the proposal succeeds at the corner of Pine Street and River Street, a strong visual “anchor” at the Broadway Street/Pine Street corner is somewhat lacking. To address this issue, consideration should be given to enhancing the freestanding sign. In this regard, the sign could incorporate some of the materials used in the principal building(s). More specifically, a visually dominant sign base could be constructed using the same masonry course used on the principal building(s). No pylon sign has been identified upon the northerly parcel (Lot 2) at this time. A specific sign proposal is not expected until such time as a future building occupant has been determined. Wall Signs. As shown on the submitted building elevations, wall signage has been proposed on the south and west sides of the drug store building. Specifically, the following signs have been proposed: South Elevation (Broadway) West Elevation (Pine Street) Walgreen‟s Script (149.8 s.f.) Walgreen‟s Script (149.0 s.f.) Photo (11.6 s.f.) Photo (11.6 s.f.) Pharmacy (19.2 s.f.) Pharmacy (19.2 s.f.) Note: 6 s.f. “exit box”l signs are also proposed on north and south elevations Including the proposed freestanding sign, a total of 480 square feet of signage has been proposed upon the drug store parcel, significantly less than the 904 square feet allowed by the Ordinance. No wall signs have been proposed upon the two-story commercial building at this time. As in the case of the pylon sign, a specific sign proposal is not expected until such time as a future building occupant has been determined. Trash. A trash enclosure is proposed between the two commercial buildings, along Pine Street. According to the site plan, the enclosure is to be accessed from the east. While the site plan notes that the western side of the enclosure is to be finished in masonry, no details are provided. In this regard, it is suggested that similar colors and details be utilized on the enclosure as on the two abutting commercial buildings. As a condition of CUP approval, trash enclosure details should be submitted and approved by the City. Considering that there is no timetable for the construction of the north commercial building, question exists in regard to how the trash handling area will be screened on the north prior to construction of the two-story building (which will ultimately be used to screen the area). This issue should be addressed by the applicant by the submittal of a landscaping plan for the area. One option would be a fence, combined with a landscaped screening plan. The screening should be tall enough to create an effective screen until the future building is constructed. Lighting. As required, a photometric lighting plan has been submitted for review. According to the Ordinance, any lighting used to illuminate an off-street parking area, sign, or other structure must be arranged as to deflect light away from any adjoining residential zone or public streets. The Ordinance further states that the source of lights must be hooded or controlled in some manner so as not to cast light on adjacent property. In regard to the degree of illumination, the Ordinance states that any light or combination of lights which cast light on a public street may not exceed one (1) foot candle (meter reading) as measured from the center line of said street. As shown on the lighting plan, this requirement has been satisfied. Commercial Building. According to the applicant, the two-story commercial building is to be constructed as part the second phase of the development (when a tenant has been determined). Because no timetable has been established in regard to building construction, interim improvements to the future building site and site maintenance should be addressed by the applicant (to the satisfaction of the City). As noted above, landscaping of this site should be required, including some measures taken to enhance the view of the north wall of the Walgreens building in the interim. Grading, Drainage, and Utilities. City Engineering staff, the City‟s Consulting Engineer, and Public Works staff have made comments relating to specific aspects of the project. Those comments are attached to this report as an Exhibit, and are incorporated into the recommendations made herein. ALTERNATIVE ACTIONS 1. Motion to approve the Comprehensive Plan (Downtown Plan) Amendment, Preliminary/Final Plat and Conditional Use Permits based on a finding that, with conditions, the proposal is consistent with the City‟s Comprehensive Plan policies and applicable Ordinance requirements. 2. Motion to deny the Comprehensive Plan (Downtown Plan) Amendment, Preliminary/Final Plat and Conditional Use Permit based on a finding that the proposal is not consistent with the City‟s Comprehensive Plan policies and applicable Ordinance requirements. RECOMMENDATION Generally speaking, the submitted development plan is considered well conceived and responds well to a variety of site design parameters. A decision regarding the proposed Comprehensive Plan for Downtown Plan Amendment (to allow parking at the corner of Broadway and Pine Streets) is considered a policy matter to be determined by City Officials. It is however, believed that via the incorporation of the proposed Plan amendment language, a primary intent of the Plan (to achieve a visual presence at the corners) can still be achieved. Based on the preceding review, Staff recommends approval of the Comprehensive Plan (Downtown Plan) Amendment, Preliminary/Final Plat and Conditional Use Permit subject to the conditions outlined in Exhibit Z. SUPPORTING DATA A. Preliminary Plat B. Final Plat C. Site Plan dated 4/22/10 D. Grading & Drainage Plan dated 4/21/10 E. Utility Plan dated 4/22/10 F. Landscape Plan dated 4/22/10 G. Floor Plan dated 8/29/06 H. Building Elevations dated 4/30/10 I. Sign Plan dated 4/30/10 J. Lighting Plan dated 4/30/10 K. Consulting Engineer Comment Letter dated 5/26/10 L. City Engineer/Public Works Comment Letter dated 5/27/10 M. Proposed Improvement Diagram Z. Conditions of Approval EXHIBIT Z 1. The City‟s Downtown Plan (“A New Bridge: Revitalizing Monticello‟s Downtown and Riverfront”) be amended to incorporate the following text: At the intersection of Broadway and Pine Streets, parking lots may be constructed only when all of the following conditions exist: Applicable traffic safety and access requirements limit the ability to comply with building location standards of this Plan. At least fifty (50) percent of either the Broadway or Pine Street frontage is occupied by a building (non-parking area). An alternative vertical element is located at the street corner which, as determined by City Officials, establishes an architecturally compatible corner presence. Such elements may include, but not be limited to public art, interpretive signage, architectural business signs and architecturally appropriate lighting. 2. Right-of-way dedications on the Preliminary/Final Plat are found to be acceptable by the City Engineer. 3. Verify with qualified expertise that demolition will not negatively impact structures on adjoining properties. 4. The area summary on the Preliminary Plat drawing be revised to correctly identify the area of Lots 1 and 2 (consistent with the Final Plat drawing). 5. Drainage and utility easements on the Preliminary/Final Plat are found to be acceptable by the City Engineer. 6. Cross parking and access easements for Lots 1 and 2 be established. Cross parking and access should include an agreement for future agreements with the adjoining property to the east. This issue shall be subject to comment and recommendation by the City Attorney. 7. Pedestrian easements are established for sidewalks along TH 25 for public sidewalks on private property, consistent with the recommendations of the City Engineer. 8. The configuration of the Broadway Street access drive be modified such that its design is not conducive to right-out turning maneuvers 9. Curb cut locations and widths are found to be acceptable by the City Engineer. 10. Color samples and/or a color rendering of the building (s) be provided for City review. 11. City Officials find the proposed overstory tree quantities to be acceptable. 12. The freestanding sign be modified to incorporate some of the materials used in the principal buidling and create a visually dominant sign base. 13. The trash enclosure utilize colors and details similar to those utilized on the on the two abutting commercial buildings. Trash enclosure details shall be submitted and approved by the City. 12. The applicant address the screening of the trash area from the north prior to the construction of the north commercial building (which will ultimately be used to screen the area). 13. Lighting be hooded and directed such that the source is not visible from adjacent rights-of- way. 14. The applicant provide a plan for interim improvements upon Lot 2, Block 1, including but not limited to, site improvements and maintenance. 15. Final grading, drainage, and utility plans are subject to comment and recommendation by the City Engineer, Consulting Engineer, and Public Works Staff. Specific review comments of those staff members are summarized in this report, and attached as an Exhibit. 16. Provide final record drawings prior to execution of the development agreement. 17. The applicant and City execute and record a development agreement incorporating the development plans, standards and conditions as approved. NICOLLE ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Brinberg Properties Monticello, LLC, a Minnesota Limited Liability Company, owner and proprietor of following described property situated in the County of Wright, State of Minnesota, to wit: Lot 11, Block 53, excepting the South 50 feet thereof, of the Original Plat of the Townsite of Monticello, Wright County, Minnesota. and Lot 12, Block 53, excepting the Southerly 50 feet thereof, of the Original Plat of the Townsite of Monticello, Wright County, Minnesota. and Lots 1, 2, 3, 13, 14 and 15, Block 53, Townsite of Monticello, except therefrom the Easterly 2 feet of Lot 3. The said Easterly 2 feet being described as 2 feet running parallel with the Easterly line of Lot 3, Block 53, Townsite of Monticello, according to the recorded plat thereof, Wright County, Minnesota. and That portion of Lot 3, Block 53, in the Town or Townsite of Monticello, according to the plat by John 0. Haven, described as follows: The easterly 2 feet of said Lot 3, being that portion thereof that lies easterly of a line drawn parallel to and 2 feet westerly of the common line between Lots 3 and 4 in said Block, when measured at a right angle therefrom. and Lots 4, 5, and 6, Block 53, in the Town or Townsite of Monticello, according to the plat by John 0. Haven. and That portion of Lot 7, Block 53, in the Town or Townsite of Monticello, according to the plat by John 0. Haven, described as follows: The westerly 14 inches of said Lot 7, being that portion thereof that lies westerly of a line drawn parallel to and 14 inches easterly of the common line between Lots 6 and 7 in said Block, when measured at a right angle therefrom. Has caused the same to be surveyed and platted as NICOLLE ADDITION and do hereby donate and dedicate to the public for public use forever the public ways and also dedicate the controlled access and also dedicate the easements for drainage and utility purposes only as shown on this plat. In witness whereof said Brinberg Properties Monticello, LLC, a Minnesota Limited Liability Company, has caused these presents to be signed by Howard B. Bergerud, Manager, this -----day of 120 BRINBERG PROPERTIES MONTICELLO, LLC STATE OF _��____ COUNTY OF�_�__ The foregoing instrument was acknowledged before me this __day of-----, 20—_, by Howard B. Bergerud, Manager of Brinberg Properties Monticello, LLC, a Minnesota Limited Liability Company, on behalf of the company. Notary Public,_—____—County, ____�_� (Printed name) My Commission Expires I hereby certify that I surveyed and platted or directly supervised the surveying and platting of the land described on this plat as NICOLLE ADDITION; this plat is a correct representation of the boundary survey; all mathematical data and labels are correctly designated; all monuments depicted on the plat have been or will be correctly set within one year; all water boundaries and wet lands as of this date, as defined in Minnesota Statutes 505.01, Subd. 3, are shown and labeled; and all public ways are shown and labeled. Daniel L. Thurmes, Land Surveyor, Minnesota License No. 25718 STATE OF MINNESOTA COUNTY OF WASHINGTON The foregoing Surveyor's Certificate was acknowledged before me this _ — day of 20r, by Daniel L. Thurmes, Land Surveyor, Minnesota License No. 25718. Notary Public, Dakota County, Minnesota (Printed name) My Commission Expires January 31, 2015 CITY APPROVAL This plat of NICOLLE ADDITION was approved and accepted in compliance with Minnesota Statutes Section 505.03, Subdivision 2 by the City Council of Monticello, Minnesota at a meeting held this day of ---ww_.20w Mayor Administrator COUNTY SURVEYOR Reviewed and approved and recommended by approval this ____ day of --,20--. Wright County Surveyor COUNTY HIGHWAY ENGINEER This plat was recommended for approval this _ day of Wright County Highway Engineer COUNTY TREASURER I hereby certify that taxes payable in the year 20-__ on the land herein described are paid this day of �_____� -20 -- Wright 20___.Wright County Treasurer COUNTY AUDITOR Taxes paid for all years through 20___ and transfer entered this day of 0- ------- — -- Wright County Auditor COUNTY RECORDER hereby certify that this Instrument was filed In the office of the County Recorder for record on this day of _ w �, 200—_, at o'clock .M. and was duty recorded in Cabinet —, Sleeve �_, as Document Number _----_County Recorder, Wright County, Minnesota. CORNERSTONE LANE) SURVEYING, INC c-■ ■rrte— 'N I r ^b c■ OrrTc / I �\ FOUND o` \ IRON PIPE AT LOT CORNER N L v � I 3603 9O NO U flc 3 '- I �\ L a1 / Z / % V 1 � all _ Z 1 ! T- / 1 J i IT- / 4 / / , Y L) .i NICOLLE ADDITION \ \ \ \ / l / I r /191 OO o c , - r \o ell 7,90/ / C`S''9, y y2 SOS 1 , r 1 ! R \ / n � � A / \ r I � < Y I I t r \ I DRAINAGE AND UTILITY EASEMENTS ARE SHOWN AS THUS: (NO SCALE) 6 YI I � 6 12 I I r12 BEING 6 FEET IN WIDTH AND ADJOINING LOT LINES, UNLESS OTHERWISE INDICATED, AND BEING 12 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES AND BOUNDARY LINES UNLESS OTHERWISE INDICATED AS SHOWN ON THE PLAT. \ NORTH \ BEARINGS SHOWN ARE ORIENTATED TO THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 11, T121 N, R2 5W, WHICH IS ASSUMED TO HAVE THE BEARING OF SOUTH 00 DEGREES 56 MINUTES 14 SECONDS EAST. 0 30 60 %7��� SCALE IN FEET Denotes found 112 inch iron monument (unmarked unless noted) o Denotes 112 inch iron monument set marked RLS 25718 —o Denotes dedicated access control. 1±4.78 PLAT Denotes distance as shown on the plat TOWNSITE OF MONTICELLO 117.65 MEAS. Denotes distance measured. CORNERSTONE LANA SURVEYING, INC VICINITY MAP i:yy K •4r ` j ! t PROJECT LOCATION #. r C' , f NOT TO SCALE GENERAL NOTES 1 BEARINGS, DIMENSIONS AND EASEMENTS SHOWN HEREON ARE FOR REFERENCE ONLY REFER TO PROJECT ALTA/ASCM LAND TITLE SURVEY FOR PROPERTY LEGAL DESCRIPTION AND VERIFICATION OF REFERENCED INFORMATION 2 REFER TO PROJECT ARCHITECTURAL DRAWINGS FOR DETAIL DIMENSIONS OF BUILDING, DRIVE-THRU AND STOREFRONT CANOPIES, RECEIVING AND REFUSE/RECYCLING PLATFORMS AND/OR ENCLOSURES AND CONCRETE WORK SURROUNDING BUILDING 3 ALL AREA NOT OTHERWISE NOTED SHALL BE LANDSCAPED 4 EXISTING SITE CONDITIONS PER ALTA/ACSM LAND SURVEY FROM CORNERSTONE LAND SURVEYING, INC STILLWATER, MN UTILITY CONSTRUCTION NOTES: Cq " - -�-res • -�r� er - - A THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE 1rV � -- ^ WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS kooi Q I • r e 1 t �. �I ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN CONTRACTOR SHALL, .W Of OBTAIN A COPY OF THESE SPECIFICATIONS Ln ch,_.. 00 J - 1 ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS 6" Q2 CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE 4 TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY - W " z THE CITY ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED ~ ENTRANCE" 25'00 DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE CONTRACTOR ED _ U • , 'r s �' ' a 1 Y B ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED '.'. ' ,•V� HEREIN M C3 0 , _ , �� P A I N G S �� 5.33' g_4 ; - - -- - - - ---- -- -. 1 ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY to - " ' L�+ GGo 06 N p cv �0.00fl. *- r- 0'+) W -� 19 C THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF ' ! '�1 0 9,Q0 8'00 (D = (L EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS ' ~ C) UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD THE O l INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR Q c 7- MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY LJ4 W U EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES IT SHALL BE THE " 04 J Z RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH <= am CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS THE LOCATIONS OF �? LLJ SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT 651454-0002 " 25,00• 9.00 " z "per 9,000x0 25 D SAFETY NOTICE TO CONTRACTORS. IN ACCORDANCE WITH GENERALLY ACCEPTED 4,50. - 8.00, 5.66' N N 5 68, 4 W CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY " M' PLY Q {D A KI G TAL S 1$.00, ^i - RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND - - 4 9' CONTINUOUSLY PROPERTY RIAND NOT ELM TED TO NORMAL WORKINNG PERFORMANCE OF THE WORK THIS G HOURS THE DUTY NT WILL POF THE - ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE w CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF 4 cy;© AD THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE 20 O I 04 DRAINAGE AND WP,LGRE�NSa' - UTILITY EASEMENT CIT F :. MONUMENT GN � 9.00' 9f0o' - Y O MONTICELLO REQUIREMENTS: - " ____ - __ ______ i __ ____..___J, 1 ALL STREET CONSTRUCTION SHALL CONFORM TO THE MOST RECENT ADDITION OF THE CITY 64 r 00 25,OF MONTICELLO STANDARDS & SPECIFICATIONS N, co j - " ">+ " "° .�• Y�.-" " r ,tl "" e)-11 LAINd S AI_.L r 4 4 4 r I 2 ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE MOST RECENT ADDITION OF i"'""�' THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS 56" W 180.1 20 3 T H GJ ALL STORM SEWER CONSTRUCTION SHALL CONFORM O THE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS &SPECIFICATIONS 4 ALL WATER DISTRIBUTION CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION , . - N OF THE CITY OF MONTICELLO STANDARDS &SPECIFICATIONS _ -- N 200. 09 5 PAVING WITHIN THE RIGHT OF WAY SHALL NOT START UNTIL SUBGRADE COMPACTION TESTS • i HAVE BEEN TAKEN AND ROADWAY CONDITIONS ARE APPROVED BY THE ENGINEER s PROJECT BM #2 - SAW CUT BIT I TNH=929,87 REPLACE ;IN KIND ___--- y 1 , i I I O1 CONCRETE PAVEMENT O2 BITUMINOUS PAVEMENT 3Q CONCRETE SIDEWALK ® B612 CONCRETE CURB AND GUTTER 5O VERTICAL CONCRETE CURB © PAD MOUNTED TRANSFORMER W/ BOLLARDS TYPICAL BOLLARD (SEE ARCHITECTURAL PLANS FOR DETAILS) ® STRIPING PER WALGREENS STANDARDS 9Q HEAVY DUTY BITUMINOUS PAVEMENT Q THICKENED EDGE SIDEWALK 0 PEDESTRIAN CURB RAMP WITH TRUNCATED DOME 1© ACCESSIBLE PARKING SIGN 13 BIKE RACK LOCATION 14 WALGREENS MONUMENT SIGN 15 ELECTRIC CABINET 16 B624 CONCRETE CURB AND GUTTER d DENOTES PROPOSED CONCRETE PAVING DENOTES PROPOSED BITUMINOUS PAVEMENT DENOTES PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT DENOTES PROPOSED REJECT CURB & GUTTER — _ ._ __ — - - -- -.- -- -._ _ -._ ._. ALL UNDERGROUND AND OVERHEAD UTILITY LOCATIONS SHOWN ARE APPROXIMATE 40 20 0 ADwiI/A YSTREET EAST C.S.A.H 7S ` � ; -- - - -- THERE MAY BE ADDITIONAL UNDERGROUND AND OVERHEAD UTILITIES NOT SHOWN ON CAUTION THE PLAN THAT MAY BE REQUIRED TO BE REMOVED IT IS THE CONTRACTORS -- RESPONSIBILITY TO REQUEST A GOPHER STATE ONE CALL PRIOR TO THE START OF ANY -- -- CONSTRUCTION -- - ___ (-PUB.L[ _E TQMINOUS ROAD) SCALE (IN FEET) i — ---- — -.— ___. — _ __ -- -- - ----- - - -- J.\1008R-Somper Development\100880004-Walgreens Monticello11008R0004.000-Walgreens MonticelbXCADD\Civi1180-90% Plan\C-SP-1008R0004,dwg Plotted by:Jesse Preston 4/30/2010 5:30:34 PM © 2010 WIDSETH SMITH NOLTING Camburas & Theodore, Ltd. Lj Ardlltedure I Plmming I interkn I Engineering M54 E. Dmtp5trt SL, Des Plaines, IL *44U 7e1(847) 24&1515 Fax (84n 298.OI2® .carnbirasancItheodore.com DRAWINGS/SPECIFICATIONS BY ❑ WALGREENS'CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW ® NEW REMODELING ❑ EXISTING ❑ RELOCATION ❑ NEW SHELL ONLY ❑ OTHERS ❑ W W W. WSN. US.COM ALEXANDRIA, MN ENGINEERS BEMIDJI, IN ARCHITECTS CROOKS ON. �SEM CROOKSTON, MN W_ _ GRAND FORKS, ND Sg LAND SURVEYORS RED WING. MN LTING ROCHESTER MN ENVIRONMENTAL SERVICES SIOUX FALLS. SD CERTIFICATION SPECIFICATION OR REPORT Wl I AM A DULY LICENSED PROFE,1 , CRAIG BRI17ON DATE , LIC NO 44228 CONSULTANT PROJECT NO. 1008R0004.000 ISDL SEMPER DEVELOPMENT LTD. OWNER: - _ _ _ - - _ .. A. ...,...,. ° MEAS. —_— IDS CENTER, SUITE 1275 MINNEAPOLIS, MN 55402 - ... .- , ° . •. CONTACT: JOHN KOHLER PH: (612) 332-1500 FUTURE PARKING' AREA CAMBURAS AND THEODORE LTD 2454 E. DEMPSTER ST, yQb " u J". , 4 56 $ PH: (847) 298-1525 132.84 0 6301 BANOEL ROAD NW, SUITE 301 , ROCHESTER, MN 55901-8798 z," ' - PROPOSED COMMERCIAL 25.00 • ' 'A';'- PH: (507) 206-2131 .- ------------------------------------------ --------------- 200 EAST CHESTNUT STREET SUITE #8100 STILLWATER, MN 55082 CONTACT: DAN THURMES Z BUILDING cfl �' 2 ti\` ��\ I 1,0 __ j "' p , FLOOR AREA = 2 ,583 SF 10 PARKING STALLS ,/ p '`� ��� ~�� ,` ; DRAINRG�- AND UTILITY E14 SEMEN.T 2 { _ - ,z FINISHED FLOOR = 928.00 00 _ ; _ a X21 t co _. . , W , ° - � �.6 �k 1f�''35 -E,. , ..T 4�4."6 � • -: .-•• `. � Ln '- t F- - i .� a 15.00' •�' .. ,p' ,• ca a 0 - p ' 4 tt") i - - _ ' 5.00L (fit • , F. . . ,. - . 3 8.0jr r- j } I 114.00' S m> :4- O---4:02' uj I I ' 1 O - cv '3S64'16 Ir 34.5Q0� > pPROPOSED z 6 _ 2 W m 0iO I;I 36.17 N iI FLOOR AREA 14,820 SF 114'X 130' I. OAPPROX 6 PARKING STALLS V �,M S 4o19 29st W 132.76 FINISHED FLOOR= 928.00 (100'-0°) o 18. Ln Ln to 0) CK o gl• 01 ft VICINITY MAP i:yy K •4r ` j ! t PROJECT LOCATION #. r C' , f NOT TO SCALE GENERAL NOTES 1 BEARINGS, DIMENSIONS AND EASEMENTS SHOWN HEREON ARE FOR REFERENCE ONLY REFER TO PROJECT ALTA/ASCM LAND TITLE SURVEY FOR PROPERTY LEGAL DESCRIPTION AND VERIFICATION OF REFERENCED INFORMATION 2 REFER TO PROJECT ARCHITECTURAL DRAWINGS FOR DETAIL DIMENSIONS OF BUILDING, DRIVE-THRU AND STOREFRONT CANOPIES, RECEIVING AND REFUSE/RECYCLING PLATFORMS AND/OR ENCLOSURES AND CONCRETE WORK SURROUNDING BUILDING 3 ALL AREA NOT OTHERWISE NOTED SHALL BE LANDSCAPED 4 EXISTING SITE CONDITIONS PER ALTA/ACSM LAND SURVEY FROM CORNERSTONE LAND SURVEYING, INC STILLWATER, MN UTILITY CONSTRUCTION NOTES: Cq " - -�-res • -�r� er - - A THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE 1rV � -- ^ WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS kooi Q I • r e 1 t �. �I ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN CONTRACTOR SHALL, .W Of OBTAIN A COPY OF THESE SPECIFICATIONS Ln ch,_.. 00 J - 1 ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS 6" Q2 CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE 4 TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY - W " z THE CITY ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED ~ ENTRANCE" 25'00 DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE CONTRACTOR ED _ U • , 'r s �' ' a 1 Y B ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED '.'. ' ,•V� HEREIN M C3 0 , _ , �� P A I N G S �� 5.33' g_4 ; - - -- - - - ---- -- -. 1 ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY to - " ' L�+ GGo 06 N p cv �0.00fl. *- r- 0'+) W -� 19 C THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF ' ! '�1 0 9,Q0 8'00 (D = (L EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS ' ~ C) UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD THE O l INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR Q c 7- MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY LJ4 W U EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES IT SHALL BE THE " 04 J Z RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH <= am CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS THE LOCATIONS OF �? LLJ SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT 651454-0002 " 25,00• 9.00 " z "per 9,000x0 25 D SAFETY NOTICE TO CONTRACTORS. IN ACCORDANCE WITH GENERALLY ACCEPTED 4,50. - 8.00, 5.66' N N 5 68, 4 W CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY " M' PLY Q {D A KI G TAL S 1$.00, ^i - RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND - - 4 9' CONTINUOUSLY PROPERTY RIAND NOT ELM TED TO NORMAL WORKINNG PERFORMANCE OF THE WORK THIS G HOURS THE DUTY NT WILL POF THE - ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE w CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF 4 cy;© AD THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE 20 O I 04 DRAINAGE AND WP,LGRE�NSa' - UTILITY EASEMENT CIT F :. MONUMENT GN � 9.00' 9f0o' - Y O MONTICELLO REQUIREMENTS: - " ____ - __ ______ i __ ____..___J, 1 ALL STREET CONSTRUCTION SHALL CONFORM TO THE MOST RECENT ADDITION OF THE CITY 64 r 00 25,OF MONTICELLO STANDARDS & SPECIFICATIONS N, co j - " ">+ " "° .�• Y�.-" " r ,tl "" e)-11 LAINd S AI_.L r 4 4 4 r I 2 ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE MOST RECENT ADDITION OF i"'""�' THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS 56" W 180.1 20 3 T H GJ ALL STORM SEWER CONSTRUCTION SHALL CONFORM O THE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS &SPECIFICATIONS 4 ALL WATER DISTRIBUTION CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION , . - N OF THE CITY OF MONTICELLO STANDARDS &SPECIFICATIONS _ -- N 200. 09 5 PAVING WITHIN THE RIGHT OF WAY SHALL NOT START UNTIL SUBGRADE COMPACTION TESTS • i HAVE BEEN TAKEN AND ROADWAY CONDITIONS ARE APPROVED BY THE ENGINEER s PROJECT BM #2 - SAW CUT BIT I TNH=929,87 REPLACE ;IN KIND ___--- y 1 , i I I O1 CONCRETE PAVEMENT O2 BITUMINOUS PAVEMENT 3Q CONCRETE SIDEWALK ® B612 CONCRETE CURB AND GUTTER 5O VERTICAL CONCRETE CURB © PAD MOUNTED TRANSFORMER W/ BOLLARDS TYPICAL BOLLARD (SEE ARCHITECTURAL PLANS FOR DETAILS) ® STRIPING PER WALGREENS STANDARDS 9Q HEAVY DUTY BITUMINOUS PAVEMENT Q THICKENED EDGE SIDEWALK 0 PEDESTRIAN CURB RAMP WITH TRUNCATED DOME 1© ACCESSIBLE PARKING SIGN 13 BIKE RACK LOCATION 14 WALGREENS MONUMENT SIGN 15 ELECTRIC CABINET 16 B624 CONCRETE CURB AND GUTTER d DENOTES PROPOSED CONCRETE PAVING DENOTES PROPOSED BITUMINOUS PAVEMENT DENOTES PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT DENOTES PROPOSED REJECT CURB & GUTTER — _ ._ __ — - - -- -.- -- -._ _ -._ ._. ALL UNDERGROUND AND OVERHEAD UTILITY LOCATIONS SHOWN ARE APPROXIMATE 40 20 0 ADwiI/A YSTREET EAST C.S.A.H 7S ` � ; -- - - -- THERE MAY BE ADDITIONAL UNDERGROUND AND OVERHEAD UTILITIES NOT SHOWN ON CAUTION THE PLAN THAT MAY BE REQUIRED TO BE REMOVED IT IS THE CONTRACTORS -- RESPONSIBILITY TO REQUEST A GOPHER STATE ONE CALL PRIOR TO THE START OF ANY -- -- CONSTRUCTION -- - ___ (-PUB.L[ _E TQMINOUS ROAD) SCALE (IN FEET) i — ---- — -.— ___. — _ __ -- -- - ----- - - -- J.\1008R-Somper Development\100880004-Walgreens Monticello11008R0004.000-Walgreens MonticelbXCADD\Civi1180-90% Plan\C-SP-1008R0004,dwg Plotted by:Jesse Preston 4/30/2010 5:30:34 PM © 2010 WIDSETH SMITH NOLTING Camburas & Theodore, Ltd. Lj Ardlltedure I Plmming I interkn I Engineering M54 E. Dmtp5trt SL, Des Plaines, IL *44U 7e1(847) 24&1515 Fax (84n 298.OI2® .carnbirasancItheodore.com DRAWINGS/SPECIFICATIONS BY ❑ WALGREENS'CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW ® NEW REMODELING ❑ EXISTING ❑ RELOCATION ❑ NEW SHELL ONLY ❑ OTHERS ❑ W W W. WSN. US.COM ALEXANDRIA, MN ENGINEERS BEMIDJI, IN ARCHITECTS CROOKS ON. �SEM CROOKSTON, MN W_ _ GRAND FORKS, ND Sg LAND SURVEYORS RED WING. MN LTING ROCHESTER MN ENVIRONMENTAL SERVICES SIOUX FALLS. SD CERTIFICATION SPECIFICATION OR REPORT Wl I AM A DULY LICENSED PROFE,1 , CRAIG BRI17ON DATE , LIC NO 44228 CONSULTANT PROJECT NO. 1008R0004.000 ISDL SEMPER DEVELOPMENT LTD. OWNER: SEMPER DEVELOPMENT LTD. 80 SOUTH EIGHTH STREET IDS CENTER, SUITE 1275 MINNEAPOLIS, MN 55402 CONTACT: JOHN KOHLER PH: (612) 332-1500 ARCHITECT: CAMBURAS AND THEODORE LTD 2454 E. DEMPSTER ST, DES PLAINES, IL 60016 CONTACT. JOHN BRADSHAW PH: (847) 298-1525 CIVIL ENGINEER: WIDSETH SMITH NOLTING 6301 BANOEL ROAD NW, SUITE 301 ROCHESTER, MN 55901-8798 CONTACT: JESSE PRESTON PH: (507) 206-2131 LAND SURVEYOR CORNERSTONE LAND SURVEYING, INC. 200 EAST CHESTNUT STREET SUITE #8100 STILLWATER, MN 55082 CONTACT: DAN THURMES PH: (651) 275-8969 1 04/30/10 SITE DEVELOPMENT REVIEW NO. DATE DESCRIPTION STORE # -13938 PROJECT NAME WALGREENS STORE PINE STREET & BROADWAY STREET EAST MONTICELLO, MN DRAWING TITLE SITE PLAN CADD PLOT: SCALE:AS SHOWN DRAWING NO C -SP -1008R0004 DRAWN BY: trn VOID PLOT: • �` DATE: 04/22/10 C1.1 SUPERSEDES PLAN DATED: REVIEWED BY: OF DWGS VICINITY MAP \ \ \ /, 'E'oq SITE _ \ A71 v \ FOUND 1/2"----, \' /N� !� a2 "7N /,, 1 Q� jIu W \ IRON PIPE AT " \ \\ LOT CORNER .� 1rY969 ,�-♦ AHS 't -°r z o \ / V -ads FOU 1Q < N� y/SSS" IRON PIPE AT '- / ; . - \� _ cG'u `g \ 11„ \ L' ` - 7j� LOT CORNER ti° �`L �S ,' fir;, _ �' a �c P ' d 913 rti i , tilt y7S P C\ c c q/q 9 \, 9� c \\\ , - , 914 91_5 r I N NORTH �-,,�/ a - ` ; - - -_-`�\;r ' 926 `\\ , 71,5 4 7 7„ 920\ \91� E l � C,cv ,2 0 30 60 �' �, / 4 C \\ NCS /O a i^.c..:�.'4 U •cC Wt v p Db // r.' 'D,. 44°5 /T�, IYN / �2``� a I�_` r/C GJ `1 r„ i,���\/i 02 v KE Q? /r ZS •r a�:la �� P t� v E/y // /r♦ 11 i<L �c7A- RO q0 92 1 \\17 SCALE: 1 INCH = 30 FEET / 127 03q e c \ \ ♦ ry c \ \ O /♦jay , 3 � ., \` _�---- � r. / 1 ry X q78 c - /1 `>(•ri-'.F N �p>< Lq j S �� � /i =127 A. / ---- - / =i � 39 / / \�. �� G� / / I ♦ /'` / h // !! �� - '7/r7�C17y {i iJ,. "v� rLJ \ Q l ♦ i ( 11 'Y / e„ </N• l3, .� ------ C,� 2� a O / r�E `�')> V _S -_• l 1 A2 ^, 22: / / \\ 'J,/ �� / a`.� a?S 6 x2 ten° ' t 'i a_ { ' SS , cr �� .;:Tr - �`_ a(, W 2 s �O, `'' it" ; 66 ` ti Q '�� // , /� 4 q ru (Y ,c3n 9 /ST �q / L 0, PIC iCPO 9iJ a' - / i' -j(-�4 i TL j� ��• \� \ QJ�`� , N1 gam' J C{ v A), �( •'' � � / / Y Q /)%\, ,l'1'Y .'T1. �, '� \ iO ?On ..B yt�� `'\\��) rl�aQ�' %♦ :' / ` tp/ r� � - /Ir T ' /j� �/ _ i 'G, AVI M\9c�'�l \;` 1 ry / t /�„ v r� q - - /%I/`�. a� ; / / ;�f Q` _ v / `, i.- /. / / % �' ` .•`, < n % /,; i' / sr /' �o^/ / \ `^ i Ci,q S ��r 1- , h, t -�'1` o / /r�'FF c ,a F�-� P/// / he �! / /� a( 1 `�� /�r 41 4y7 EE C '- FrOUND 318 - ROD 8 ROD Q.2' < SW'LY OF3 _Jj QLOT CORNER ~Nv \ 01 \ \ f�7 / - - /� �' ` 'iP a/ w�QrL� � ' .Ci7 � // O• V -i X '12r3' ; rj„ / - -� \/ ' v IJ 1 0 yy4 a ro qj 13* 4�� rLS �P iO� ! - - 4\'Evs" / / / ' r C0 SOON C*L /� /' / ' 1. �' - �� • r' r, e rijy4, `�, / fi(A-r I I i ,c r ~ \ ,,,� 1,� ,W 't �.•r'O .T / (� W) / iC '� ,i� / ``, / / � / • , pO E Gjc I II � �• 'L Q / t 1 4Ngq� e� LO`S ArJ MN <<>/I\E AFF , / / 9 / / �►Y3° �° << LT LT / / �0 00 IT# ,; - , / r „'VC Ot9� C/CC/�9� G� I-, �c" ♦ad �' s � ( L / \ AAUk e v IC LT \ QC O'q0 C 'ZIrON SYMBOLS: -�• \ , \ ''/'c 8 v ..- FOUND f/2" / • FOUND MONUMENT ELECTRIC MANHOLE \ \ \ 9-l_ \'/ ��Y, / OT CONKER / IRON PIPE AT p SET 112" IRON PIPE SPRINKLER HEAD \ \ ;' ) % MARKED RLS#25718 _ GAS VALVE/LINE\e�r x SET PK NAIL -E« ELECTRIC LINE qi /TELEPHONE LINE o WATER VALVES -0e OVERHEAD LINE / HYDRANT s0 CATCH BASIN CULVERT/F.E.S. o SANITARY M.H. WATER LINE -��>-_."- STORM SEWER ---, .--- . _ SANITARY SEWER ,' ,1 \ - \ , " \ -A7 8 CLEAN OUT SIGN UTILITY POLE LIGHT POLE --X X- CHAINLINK FENCE CURB CONCRETEN SPOT ELEVATION _ \ '' S� H R3 HAND HOLE TREE/SHRUB o TELE/ELEC BOX PH: (612) 332-1500 1 FOOT CONTOUR INTERVAL i•- !___- , s DANIEL L. THURMES DATE: 4130110 LIC. NO.: 25718 CONSULTANT PROJECT NO. SD10024 LEGAL DESCRIPTION: 1�� The following Legal Description as shown on First American Title Insurance Company title commitment No. NCS-413269-MPLS dated September 28th, 2009, Parcel 1: Lot 11, Block 53, excepting the South 50 feet thereof, of the Original Plat of the Townsite of Monticello, Wright County, Minnesota. Parcel 2: Lot 12, Block 53, excepting the Southerly 50 feet thereof, of the Original Plat of the Townsite of Monticello, Wright County, Minnesota. Parcel 3: Non-exclusive easement for sewer and water Iires as now laid out and constructed and maintained over and across the remainder of said Lot 12, and Lot 1 1, Block 53, excepting the Southerly 50 feet thereof, (Abstract Property) The following Legal Description as shown on First American Title Insurance Company title commitment No. NCS-404405-MPLS dated July 14th, 2009. Lots 1, 2, 3, 13, 14 and 15, Block 53, Townsite of Monticello, except therefrom the Easterly 2 feet of Lot 3. The said Easterly 2 feet being described as 2 feet running parallel with the Easterly line of Lot 3, Block 53, Townsite of Monticello, according to the recorded plat thereof, Wright County, Minnesota. (Abstract Property) The following Legal Description as shown on First American Title Insurance Company title commitment No. NCS-431036-MPLS dated February 23, 2010, That portion of Lot 3, Block S3, in the Town or Townsite of Monticello, according to the plat by John 0. Haven, described as follows: The easterly 2 feet of said Lot 3, being that portion thereof that lies easterly of a line drawn parallel to and 2 feet westerly of the common line between Lots 3 and 4 in said Block, when measured at a right angle therefrom. Lots 4, S, and 6, Block 53, in the Town or Townsite of Monticello, according to the plat by John 0. Haven. That portion of Lot 7, Block 53, in the Town or Townsite of Monticello, according to the plat by John 0. Haven, described as follows: The westerly 14 inches of said Lot 7, being that portion thereof that lies westerly of a line drawn parallel to and 14 inches easterly of the common line between Lots 6 and 7 in said Block, when measured at a right angle therefrom. (Abstract property) *THE ABOVE DESCRIBED PARCELS FORM A CONTIGUOUS PARCEL, EXISTING EASEMENT/TITLE NOTES: The following easements as shown on The First American Title Insurance Company title commitment No.s NCS-413269-MPLS dated September 28th, 2009, NCS-404405-MPLS dated July 14th, 2009 and NCS-431036-MPLS dated February 23, 2010 were relied upon for matters of record. ' 1. Easement for sewer and water line, for the benefit of Parcel 2, per Document No. 627833 (burdens Parcel 1). (NOT SHOWN - COVERS EXISTING UTILITIES WITHIN THE ENTIRE PARCEL 1 AREA LISTED IN COMMITMENT NO. NCS-413269-MPLS), 2. Easement per Book 50 of Misc., pages 428-429 as Document No. 272862 in favor of the Village of Monticello granting a permanent easement for the construction and maintenance of storm sewer facilities over the Easterly 10 feet of said Lot 13. (AS SHOWN ON SURVEY), 3. Interest of Laura M. Thompson in any gap between the West 4 feet of said Lot 14 and the East 62 feet of said Lot 14 acquired by Warranty Deed recorded in Book 169 of Deeds, page 328 as Document No. 206314 and not conveyed by Warranty Deeds recorded in Book 169 of Deeds, page 502 as Document No. 208578 and in Book 227 of Deeds, pages 244-245 as Document No. 256913. (NOT SHOWN - COVERED STALLS IN LOTS 1, 2, 3, 13, 14, AND 15). 4, The following document is provided for informational purposes and according to its terms it expired after 10 years: Parking Lease dated September 1, 1991, recorded June 17, 1994 as Document No. 553564. (AS SHOWN ON SURVEY) S. Easement over that part of the land in Lot 3, Block 53, Townsite of Monticello, as contained in the agreement per Book 192 of Deeds, at page 280, as Doc. No. 228923. (AS SHOWN ON SURVEY). 6. Grant of Right of Way for Egress, per Doc. No. 351613. (AS SHOWN ON SURVEY). 7. Grant of Right of Way for Egress per Doc. No, 351564. (AS SHOWN ON SURVEY). AREA: AREA OF PARCEL =7275 SQ.FT, / 1.87 ACRES NOTE: THE ABOVE PARCELS ARE CONTIGUOUS. EXISTING PARKING TOTAL VISIBLE MARKED PARKING STALLS = 90 REGULAR STALLS = 86 HANDICAP STALLS = 4 UNDERGROUND UTILITIES NOTES: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS, THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPROMISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEY HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE 4100026079 ON MARCH 5TH, 2010. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST, ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. r Camburas & Theodore, Ltd. Architecture I Planning I Interiors I Engineering 2454 E Dempster St., Des Plaines, IL Tel (847) 296-1525 Fax (847) 298-022° Li wwwxamburasandtheodore.com DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS'CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW.. ,.>.,,.. NEW ... ...,N REMODELING. , , , ❑ EXISTING , , , , , < .. ❑ RELOCATION . ❑ NEW SHELL ONLY .. ❑ OTHERS ..... , .. ❑ W W W.W SN,US.COM AIEXAND4lA, IN ENGINEERS B111111. IN SRA14ERD. IN ARCHITECTS CR -ETON, IN W I�D,tS•EEM GRAND FORKS, NO SMITH RED WING, IN MOLTING LAND SURVEYORS ROCHESTER, IN sloux IALLS, SD ENVIRONMENTAL SERVICES CONSULTANT PROJECT NO. 1008R0004.000 SEMPER DEVELOPMENT LTD. CERTIFICATION Suite #BIRO 200 E. Chestnut Street I hereby certify that this survey, plan or report was prepared by me or under Stillwater, MN 55062 my direct supervision and that I am a Phone 651.275.6969 Fax 651.275.8976 duly licensed Land Surveyor under the laws of the State of MINNESOTA. dan c� cssurvey .net PH: (612) 332-1500 ARCHITECT: CORNERSTONE LAND SURVILYING, INC DANIEL L. THURMES DATE: 4130110 LIC. NO.: 25718 CONSULTANT PROJECT NO. SD10024 OWNER: SEMPER DEVELOPMENT LTD. 80 SOUTH EIGHTH STREET IDS CENTER, SUITE 1275 MINNEAPOLIS, MN 55402 CONTACT: JOHN KOHLER PH: (612) 332-1500 ARCHITECT: CAMBURAS AND THEODORE LTD 2454 E. DEMPSTER ST. DES PLAINES, IL 60016 CONTACT: JOHN BRADSHAW PH (847) 298-1525 CIVIL ENGINEER: WIDSETH SMITH NOLTING 6301 BANDEL ROAD NW, SUITE 301 ROCHESTER, MN 55901-8798 CONTACT. JESSE PRESTON PH (507) 206-2131 LAND SURVEYOR CORNERSTONE LAND SURVEYING, INC. 200 EAST CHESTNUT STREET SUITE 18100 STILLWATER, MN 55082 CONTACT: DAN THURMES PH: (651) 275-8969 1 04/30/10 SITE DEVELOPMENT REVIEW NO. DATE DESCRIPTION STORE # - PROJECT NAME WALGREENS STORE PINE STREET & BROADWAY STREET EAST MONTICELLO, MN DRAWING TITLE EXISTING CONDITIONS CADD PLOT: SCALE:AS SHOWN DRAWING NO. DRAWN BY: VOID PLOT: CJPV C1.2 DATE: 04/30/10 SUPERSEDES PLAN DATED: REVIEWED BY: DLT OF DWGS. �O c PRELIMINARY PLAT \ \NICOLLE ADDITION \ \ \ 06 4/��/C �T ST FSS leo ) / Ib \ / 5 / h / NORTH • '�' (�� 0 30 60 ) � 7 to 6'` %7%mm _J�1 / SCALE: 1 INCH = 30 FEET / \ DUs coli,, / SYMBOLS: / VICINITY MAP \ \ \ / s�ogo SITE \ k, / \ / \ _ l Q \ Z \ F / / • FOUND MONUMENT \ 0 SET 1/2" IRON PIPE SPRINKLER HEAD / MARKED RLS#25718 0- \ ELECTRIC LINE 0 WATER VALVES TELEPHONE LINE 41 HYDRANT OVERHEAD LINE so CATCH BASIN WATER LINE \ CULVERT/F.E.S. STORM SEWER \ SANITARY M.H. \ SANITARY SEWER CHAINLINK FENCE CLEAN OUT CURB I Z ' U CONCRETE UTILITY POLE o LIGHT POLE \ HAND HOLE 3� w `* o TELE/ELEC BOX \ 0 Z \ �v 60j `f g0 / UZ �0 1 S2 z °r 3 ; Z d Zo z F- / LU u, LuLu / �O c PRELIMINARY PLAT \ \NICOLLE ADDITION \ \ \ 06 4/��/C �T ST FSS leo ) / Ib \ / 5 / h / NORTH • '�' (�� 0 30 60 ) � 7 to 6'` %7%mm _J�1 / SCALE: 1 INCH = 30 FEET / \ DUs coli,, / SYMBOLS: / VICINITY MAP \ \ \ / s�ogo SITE \ k, / \ / \ _ l Q \ Z \ F / / • FOUND MONUMENT ELECTRIC MANHOLE 0 SET 1/2" IRON PIPE SPRINKLER HEAD / MARKED RLS#25718 GAS VALVE/LINE / x SET PK NAIL ELECTRIC LINE 0 WATER VALVES TELEPHONE LINE 41 HYDRANT OVERHEAD LINE so CATCH BASIN WATER LINE \ CULVERT/F.E.S. STORM SEWER \ SANITARY M.H. \ SANITARY SEWER CHAINLINK FENCE CLEAN OUT CURB SIGN CONCRETE UTILITY POLE o LIGHT POLE SPOT ELEVATION HAND HOLE TREE/SHRUB o TELE/ELEC BOX 1 FOOT CONTOUR INTERVAL LEGAL DESCRIPTION: + The following Legal Description as shown on First American Title Insurance Company title commitment No. NCS-413269-MPLS dated September 28th, 2009. Parcel l : Lot 1 1, Block 53, excepting the South 50 feet thereof, of the Original Plat of the Townsite of Monticello, Wright County, Minnesota. Parcel 2: Lot 12, Block 53, excepting the Southerly 50 feet thereof, of the Original Plat of the Townsite of Monticello, Wright County, Minnesota, Parcel 3: Non-exclusive easement for sewer and water lives as now laid out and constructed and maintained over and across the remainder of said Lot 12, and Lot 11, Block 53, excepting the Southerly 50 feet thereof. (Abstract Property) The following Legal Description as shown on First American Title Insurance Company title commitment No. NCS-404405-MPLS dated July 14th, 2009. Lots 1, 2, 3, 13, 14 and 15, Block 53, Townsite of Monticello, except therefrom the Easterly 2 feet of Lot 3. The said Easterly 2 feet being described as 2 feet running parallel with the Easterly line of Lot 3, Block 53, Townsite of Monticello, according to the recorded plat thereof. Wright County, Minnesota. (Abstract Property) The following Legal Description as shown on First American Title Insurance Company title commitment No. NCS-431036-MPLS dated February 23, 2010. That portion of Lot 3, Block S3, in the Town or Townsite of Monticello, according to the plat by John O. Haven, described as follows: The easterly 2 feet of said Lot 3, being that portion thereof that lies easterly of a line drawn parallel to and 2 feet westerly of the common line between Lots 3 and 4 in said Block, when measured at a right angle therefrom. Lots 4, 5, and 6, Block 53, in the Town or Townsite of Monticello, according to the plat by John 0. Haven. That portion of Lot 7, Block 53, in the Town or Townsite of Monticello, according to the plat by John O. Haven, described as follows: The westerly 14 inches of said Lot 7, being that portion thereof that lies westerly of a line drawn parallel to and 14 inches easterly of the common line between Lots 6 and 7 in said Block, when measured at a right angle therefrom. (Abstract property) ''THE ABOVE DESCRIBED PARCELS FORM A CONTIGUOUS PARCEL. EXISTING EASEMENT/TITLE NOTES: The following easements as shown on The First American Title Insurance Company title commitment No.s NCS-413269-MPLS dated September 28th, 2009, NCS-404405-MPLS dated July 14th, 2009 and NCS-431036-MPLS dated February 23, 2010 were relied upon for matters of record. 1. Easement for sewer and water line, for the benefit of Parcel 2, per Document No. 627833 (burdens Parcel 1). (NOT SHOWN - COVERS EXISTING UTILITIES WITHIN THE ENTIRE PARCEL 1 AREA LISTED IN COMMITMENT NO. NCS-413269-MPLS). 2. Easement per Book 50 of Misc., pages 428-429 as Document No. 272862 In favor of the Village of Monticello granting a permanent easement for the construction and maintenance of storm sewer facilities over the Easterly 10 feet of said Lot 13. (AS SHOWN ON SURVEY). 3. Interest of Laura M. Thompson in any gap between the West 4 feet of said Lot 14 and the East 62 feet of said Lot 14 acquired by Warranty Deed recorded in Book 169 of Deeds, page 328 as Document No. 206314 and not conveyed by Warranty Deeds recorded in Book 169 of Deeds, page 502 as Document No. 20857-8 and in Book 227 of Deeds, pages 244-245 as Document No. 256913. (NOT SHOWN - COVERED STALLS IN LOTS 1, 2, 3, 13, 14, AND 15). 4. The following document is provided for informational purposes and according to its terms it expired after 10 years. Parking Lease dated September 1, 1991, recorded June 17, 1994 as Document No. 553564, (AS SHOWN ON SURVEY) 5. Easement over that part of the land in Lot 3, Block 53, Townsite of Monticello, as contained in the agreement per Book 192 of Deeds, at page 280, as Doc. No. 228923. (AS SHOWN ON SURVEY), 6. Grant of Right of Way for Egress, per Doc. No. 351613. (AS SHOWN ON SURVEY), 7. Grant of Right of Way for Egress per Doc. No. 351564, (AS SHOWN ON SURVEY), Camburas & Theodore, Ltd. Architecture I Planning I Interiors I Engineering 2454 E. Dempster SL, Des Plaines, IL Tel (847) 296-1525 Fax (847) 29&0228 Li mwv.carnburasandtheodore.com DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS'CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS'CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW . . , . , ... NEW , .. . .. , REMODELING . . , . ❑ EXISTING . , , , . , .. ❑ RELOCATION. ❑ NEW SHELL ONLY ❑ OTHERS ... , , ... ❑ WWw.WSN,Us.CCM ALEXANDRIA, MN ENGINEERS 1111111. IN BRAINERD, IN ARCHITECTS CROOKSTON,IN W IDSETH GRAND FORKS, ND SMITH LAND SURVEYORS RED WING, PAN MOLTING ROCHESTER, PAN SIOUX IALLS.SD ENVIRONMENTAL SERVICES CONSULTANT PROJECT NO. 1008R0004.000 SD1_j SEMPER DEVELOPMENT LTD. CERTIFICATION + Suite #8100 I hereby certify that this survey, plan LEhestreet or report was prepared by me or under 55082 my direct supervision and that I am a .8969 duly licensed Land Surveyor under the .8976 laws of the State of MINNESOTA, Ilamurvey net ANIEL L. THURMES� CORNERSTONE DATE: 4/30/10 UC, No.. 25718 LANU SUKVEYING, INC CONSULTANT PROJECT NO. SD10024 OWNER PROPOSED AREA:-- + TOTAL AREA = 81,275 SQ.FT. / 1,87 ACRES ARCHITECT: AREA PROPOSED LOT 1, BLOCK 1 = 8,871 SQ. FT./ 0.20 ACRES AREA PROPOSED LOT 2, BLOCK 1 = 46,445 SQ. FT./ 1.07 ACRES AREA PROPOSED LOT 3, BLOCK 1 = 15,297 SQ. FT./0.351 ACRES AREA PROPOSED RIGHT OF WAY = 10,661 SQ. FT./ 0.245 ACRES CIVIL ENGINEER: + UNDERGROUND UTILITIES NOTES: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY LAND SURVEYOR INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPROMISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEY HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE #100026079 ON MARCH STH, 2010. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. + SURVEY NOTES: 1. BEARINGS ARE REFERENCED THE WRIGHT COUNTY SECTION INFORMTION AS LOCATED ON THE WRIGHT COUNTY SURVEYORS WEB SITE. 2. UNDERGROUND UTILITIES SHOWN PER GOPHER ONE LOCATES AND AS-BUILTS PLANS PROVIDED BY THE CITY OF MONTICELLO ENGINEERING DEPARTMENT. 3. ELEVATIONS ARE BASED ON CITY OF MONTICELLO ENGINEERING DEPARTMENT BENCH MARKS AS SHOWN ON SEWER AS -BUILT PLANS BENCH MARKS. SEE DRAWING FOR LOCATION. 4. THERE MAY SOME UNDERGROUND UTILITIES, GAS. ELECTRIC, ETC. NOT SHOWN OR LOCATED. BUILDING SETBACK & ZONING INFO (ALL INFORMATION PER THE CITY OF MONTICELLO WEB SITE ZONING: CCD - CENTRAL COMMUNITY DISTRICT BUILDING/ PARKING SETBACKS: Generally 0 FOOT SETBACKS AS GUIDED BY THE'DOWNTOWN REVIALIZATION PLAN'. ALL PLANS ARE SUBJECT TO DESIGN REVIEW. MINIMUM HEIGHT = IS FEET MAXIMUM HEIGHT = 35 FEET OR 3 STORIES (WHICHEVER IS GREATER) EXISTING PARKING TOTAL VISIBLE MARKED PARKING STALLS = 90 REGULAR STALLS = 86 HANDICAP STALLS = 4 OTES SEMPER DEVELOPMENT LTD. 80 SOUTH EIGHTH STREET IDS CENTER, SUITE 1275 MINNEAPOLIS, MN 55402 CONTACT. JOHN KOHLER PH: (612) 332-1500 CAMBURAS AND THEODORE LTD 2454 E. DEMPSTER ST. DES PLAINES, IL 60016 CONTACT_ JOHN BRADSHAW PH: (847) 298-1525 WIDSETH SMITH NOLTING 6301 BANDEL ROAD NW, SUITE 301 ROCHESTER, MN 55901-8798 CONTACT. JESSE PRESTON PH: (507) 206-2131 CORNERSTONE LAND SURVEYING, INC. 200 EAST CHESTNUT STREET SUITE 18100 STILLWATER, MN 55082 CONTACT: DAN THURMES PH: (651) 275-8969 1 04/30/10 SITE DEVELOPMENT REVIEW NO. DATE DESCRIPTION STORE # - PROJECT NAME WALGREENS STORE PINE STREET & BROADWAY STREET EAST MONTICELLO, MN DRAWING TITLE PRELIMINARY PLAT CADD PLOT: SCALE:AS SHOWN DRAWING NO. DRAWN BY: t' IDX/ VOID PLOT: C1. DATE: 04/30/10 3 SUPERSEDES PLAN DATED: REVIEWED BY: M1 T OF DWGS. 9�4VICINITY MAP _ - 926 2� grL 9,30— F 30 - - - - - - --' -- -- SAWCU-T-BIT- --- ----- PROD , 11 REPLACE IN KIND �' �• ,.6: I'- �2� ECT BM #2- 9V eco - . I (PUBLIC BITUMIN�U� ROA \—_ _ I --- _ _ N TNH=926,54 I'-; Ji l + i r I _ _ —_ ------ — - - , _ � �s _ _ RIVER STREETST I_ I . 1 - - , REPLACE BIT EINKI i - ND C x PROJECT -- X JL ,- _ /, � ". _ .oh,i�- r .c a•4c !_. `' � •$gry 6 - •� I�al'I•',� � _. LOCATION TM� �-927 - �V +? t�' }• f 2.88% ' - URE PARKING AREA _ - ..: a.00% ,•. 4.00% `�b '� . I •� . t r PROPOSED COMMERCE L \\ \ - = - =-=` -------------------------------------------------- ----------------------------- - r- — 1 I 7 . .. - :' -- - BUILDING A \ = -, ` " I . \�, `�► \\ •19796 A6O s i- i -FLOOR AREA = 2,583 SF 3g \\ 212% I - - i I f _ I F_•: 10 PARKING STALLS : ` a.� 1 \\ 3 9� L1 o� - L f - 1' I l �' , N FINISHED FLOOR;, 111 - . _ W NOT TO it ° c, a• �eZ� ♦\ '— e ,' r . SCALE s .•ayes.. +a•.ta W, �.. _ 00 W•° ' . °♦ ; .: • � j f 19 I I ROW,. F a I j i' t a" q 0.5 oQ�Z9} x�,$p,. ° ° • ' 1e a - S0: .32% aA q , .°:' I ' pS°C. . -1.50 % • - .o <%� sxp4,%�-1,73% "pyQ -31% - 3 f 1 1 ,I EXISTING PROPOSEDx � x 6 ° '+9��I IMPERVIOUS 331 SF IMPERVIOUS 733 SF 4ur p.�,�39P o 0.01 ACRES 0.02 A CRES 91 1.80% .24% si PERVIOUS 10,330 SF PERVIOUS 9,929 SF 9 0 24 ACRES 0.23 ACRES I' . - ' y " • �, � � � ' _ .._}... ... II � � % T'I r I' I I I ' I I I LOT 1 II " PROPOSED IMPERVIOUS 45,749 SF IMPERVIOUS 42,000 SF 1,05 ACRES ...'• PERVIOUS 697 SF Ic I j �tiJ l EXISTING I IMPERVIOUS 8,871 SF IMPERVIOUS 7,229 SF 0.20 ACRES 0.16 ACRES PERVIOUS 0.00 SF PERVIOUS 1,642 SF 0.00 ACRES � TOTAL PROJECT AREA 1.27 ACRES TOTAL DISTURBED AREA 1 71 ACRES f II- i CONTACT: JESSE PRESTON - PH: (507) 206-2131 LAND SURVEYOR CORNERSTONE LAND SURVEYING, INC. 200 EAST CHESTNUT STREET SUITE #8100 STILLWATER, MN 55082 CONTACT: DAN THURMES I PH: (651) 275-8969 i �lS +- I - i ' �I +I i J SED ;_ o� VZ -..__- _- /i.` l FLOOR AREA = 14,820 SF- A I ---•- APPROX 114'X 130'- 56 PARKING STALLS _ FINISHED FLOOR = 928.00 (100'-0")cp I Lri 0 CK 0) V i" 1.85%87 + LOT 1 EXISTING PROPOSED IMPERVIOUS 45,749 SF IMPERVIOUS 42,000 SF 1,05 ACRES 0.96 ACRES PERVIOUS 697 SF PERVIOUS 4,446 SF 0.02 ACRES 0.11 ACRES LOT 2 EXISTING PROPOSED IMPERVIOUS 8,871 SF IMPERVIOUS 7,229 SF 0.20 ACRES 0.16 ACRES PERVIOUS 0.00 SF PERVIOUS 1,642 SF 0.00 ACRES 0.04 ACRES TOTAL PROJECT AREA 1.27 ACRES TOTAL DISTURBED AREA 1 71 ACRES O r` �� X f _ __ }_ : __ — _ _ SWPPP, GRADING, & GENERAL NOTES. _ - 1 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT SEDIMENT DOES NOT LEAVE THIS SITE IT IS REQUIRED THAT THE CONTRACTOR INSTALL A STABILIZED VEHICLE EXIT TO KEEP SEDIMENT TRACKING TO A MINIMUM THE i " O 9� I CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY UNTIL ACCEPTANCE OF THE WORK BY THE OWNERS j I) , 2.6396 _ ' 9?l y, ' Z ; I " ", " 11 2 ANY DEPOSITING OF SEDIMENT OR DEBRIS ON NEW OR EXISTING PAVEMENT, OR IN EXISTING STORM SEWERS SHALL BE TER EACH RAIN AND AFFECTED AREAS CLEANED. ANY TRACKING OF SEDIMENT OR DEBRIS F II 2 REMOVED AF ROM _ I 1- I 'r " ENTRANCE CONSTRUCTION TRAFFIC ONTO PUBLIC RIGHT OF WAY SHALL BE REMOVED BY THE END OF EACH WORK OAY AND m $A 9?7gs 2� `�^+ 28 AFFECTED AREAS CLEANED 11 ° 1 ,r •ti • -, !�' • `s A e s e rY. $9?j� 3. ALL PROPOSED ELEVATIONS ARE TOP OF PAVING OR FINISHED GRADE, UNLESS NOTED OTHERWISE. PROPOSED U e ' 0 'g1 • ELEVATIONS ARE INTENDED TO PROVIDE POSITIVE DRAINAGE TOWARDS CATCH BASINS AND/OR OUTLETS THE ,. ��. .1. r pv=awx►ua,= ��cirsas7ra=a i .. .. �. I ? f J - -- ALL B RESPONSIBLE TO PROVIDE THE REQUIRED ELEVATIONS, WHICH WILL PROMOTE POSITIVE 9?7 �7 �' �, 91 _ r CONTRACTOR SH E IB m 46 " . ,.•� 87 B7 37 gni• B7 , - - - - DRAINAGE THROUGHOUT THE PROJECT SITE tl 1 921,1 X163 ' x }- 4 THE OWNER IS AWARE THAT SOME GRADES ON THE SITE ARE LESS THAN 2.00% LOCALIZED PONDING MAY OCCUR AND 994 DENOTES PROPOSED CONTOUR ANNOTATION 1 ." ��let11� ^9?7� ^l,° OJ { THEY ACCEPT ALL IMPACT '483i " , y C&2 X 994 25 DENOTES PROPOSED GUTTER OR FINISH ELEVATION 9?� 4.DB% 1.5096 THE ISTATECSOHA L BE ESTABLISHED BEFORE LAND DISTURBING OPERATIONS GEGEN AND SHALL REMAIN I N PLACE UNTOIL (UNLESS OTHERWISE NOTED) �? 'A �, x-50% . s • F— —�'- DENOTES PROPOSED DRAINAGE ARROW 0 2.00% 91� ���5 `SS ��1, �9Z 1� FINAL STABILIZATION HAS BEEN ESTABLISHED. 9?�Sp li 'b SILT FENCE - CITY OF MONTICELLO STANDARD PLATE NO 1004 (/1 I` I ." • 9?790 Q W INLET PROTECTION - CITY OF MONTICELLO STANDARD PLATE NO 6007 DENOTES PROPOSED SILT FENCE TEMPORARY ROCK CONSTRUCTION ENTRANCE -CITY OF MONTICELLO STANDARD PLATE N05015 �.• /y, Z ,() CONCRETE WASH OUT AREA -CITY OF MONTICELLO STANDARD PLATE NO 6004 - - - - DENOTES CONSTRUCTION LIMITS 927 I? ��;/`' - Z 6 THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER RAIN EVENTS FOR DAMAGE TO EROSION CONTROL DEVICES IF DAMAGED OR INEFFECTIVE EROSION CONTROL DEVICES ARE DENOTES PROPOSED INLET PROTECTION rn � - ! DISCOVERED, THEY SHALL BE REPAIRED OR REPLACED, THE CONTRACTOR SHALL MAINTAIN INSPECTION RECORDS, WHICH i -3' w- r INCLUDE DATE AND TIME OF INSPECTIONS, DATES OF RAINFALL EVENTS, FINDINGS OF INSPECTIONS, CORRECTIVE ACTIONS � - { TAKEN (INCLUDING DATES AND TIMES), AND DOCUMENTATION OF ANY CHANGES TO THE TEMPORARY OR PERMANENT _ f I ' ' DENOTES EMERGENCY OVERFLOW ROUTE 79" EROSION CONTROL PLANS MADE DURING CONSTRUCTION` I�gg%?q 1,51% 7p _ 7 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES PRIOR TOr, DENOTES ROCK CONSTRUCTION ENTRANCE 3% _ THE BEGINNING OF CONSTRUCTION _ EA r DENOTES EXISTING CONCRETE PAVING _ G$ L- j 8. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE ENGINEERING DEPARTMENTS AND UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION ALL NECESSARY PRECAUTIONS SHALL BETAKEN TO AVOID DAMAGE TO EXISTING UTILITIES DENOTES PROPOSED CONCRETE PAVING 9 THE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON-SITE MATERIALS THE CONTRACTOR IS 71 RESPONSIBLE FOR DETERMINING THE EARTHWORK QUANTITY ON THIS SITE EXCESS MATERIAL, IF ANY SHALL BE DENOTES PROPOSED LIGHT DUTY BITUMINOUS PAVEMENT { L II l y 1 J DISPOSED OF OFF-SITE THE CONTRACTOR SHALL IMPORT SUITABLE MATERIAL AS NEEDED. DENOTES PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT '10. TEMPORARY STABILIZATION - TOPSOIL STOCK PILES AND DISTURBED SOIL AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 7 DAYS WILL BE STABILIZED WITH TEMPORARY SEEDING AND MULCH NO DENOTES PROPOSED REJECT CURB &GUTTER { { '" THE -7TRUCTION ACTIVITY IN THAT AREA THE TEMPORARY SEED SHALL BE RYE { ,. 1 _ , " 11 w ae Q ' 2 ti� p" "\ -2.74%- ' " -_ ;` --- --- - ---- --- ---- -- ---- --- --- ---- - - --- 928 - 34 a,� y -1.99% •40) ----- ---- - -J° "• _ 1 LATER THAN 7 DAYS FROM LAST CONS (GRAIN) APPLIED AT THE RATE OF 100 LBS PER ACRE AFTER SEEDING, EACH AREA SHALL BE MULCHED WITH TWO (2) TONS PER ACRE OF STRAW THE STRAW MULCH IS TO BE TACKED INTO PLACE BY A DISK WITH THE BLADES SET NEARLY STRAIGHT. 11 ALL EROSION CONTROL AND SILTATION CONTROL SHALL COMPLY WITH THE SITE'S SWPPP, THE MINNESOTA POLLUTION -- - CONTROL AGENCY ( WATER QUALITY IN URBAN AREAS MANUAL AND THE REGULATIONS OF THE CITY ' (MPCA) A 11 12 PARKING LOT AND UTILITIES CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS ! FOR STREET AND UTILITY CONSTRUCTION" BY THE CITY -_ - ♦ - I -, " ° ' "r ," ' :� Y " j4 -' ,� " ' ' ' ' • " " ` " ' 92$ " y 11Lixtcjjl " J " "' ` "•" - _ ° ` .` ,:� I �' �2 %- I� t":5 ' • • •--��--•. -- PROJECT BM #2:�sAw cuT'BIT _— --tt-' - jTNH=929.87 I u - :. I REPLACEIN KIND. � r x r " " - _ _ - - -- 91�?j 9?7. - _ _ ` ' •• -_j 13 PROVIDE A 2 FOOT TAPER SECTION ON ALL CURB TERMINI UNLESS OTHERWISE NOTED - 14 SAFETY NOTICE TO CONTRACTORS. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE - CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY - - - - _ _- -- _ _- - -? i AND NOT BE LIMITED TO NORMAL WORKING HOURS THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT _ _ - -_ CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE - 15 CONTRACTOR IF DISTURBED AREA EXCEEDS 1 ACRE AN E AND NTRA OAN NODES PERMIT M ALL BE APPLIED FOR BY THE OWNER O NPDES PERMIT WILL BE REQUIRED FOR THIS PROJECT 16 ALL DISTURBED PERVIOUS AREAS SHALL BE SODDED UNLESS OTHERWISE NOTED ALL EXPOSED SOIL AREAS MUST BE STABILIZE S SOON AS POSSIBLE TO LIMIT SO L EROSION BUT IN NO CASE LATER THAN SEVEN 7 DAYS AFTER THE I CONSTRUCTION ACTIVITY IN THAT PORTION OFTHESITE HAS TEMPORARILY OR PERMANENTLY CEASED 927 f 0 20 40 � �- ^-- ' --• • J - Camburas & Theodore, Ltd. ■—� Ard b ture I WMFning I InWIm I Engtrxeing 2454E Ds mweN IL Tel (847)2981525 Fax (847) re-cm8 ca www.mlxrrwmFameoaore.con, DRAWINGS/SPECIFICATIONS BY ❑ WALGREENS' CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS'CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW 0 NEW REMODELING ❑ EXISTING ❑ RELOCATION ❑ NEW SHELL ONLY ❑ OTHERS ❑ WWW.WSN. US.COM ALEXANDRIA MN ENGINEERS BEMIDJI IN MIN ARCHITECTS CROOKSTAINERD N. iT CROOKSTON. MN WIDSETH -_ GRAND FORKS NO S� LAND SURVEYORS RED WING. MN NOL i NG ROCHESTER. MN ENVIRONMENTAL SERVICES SIOUX FALLS. SD CERTIFICATION SPECIFICATION OR REPORT W/ I AM A DULY LICENSED PROFEE CRAIG BRI17ON DATE LIC NO 44228 CONSULTANT PROJECT NO. 1008R0004.000 SEMPER DEVELOPMENT LTD. PROPERTY NOTES 2ALL OWNER: SEMPER DEVELOPMENT LTD. 80 SOUTH EIGHTH STREET —` --:- — ;—^— _ — -- -- —XIMATE _, —_` _� _ ^ _ �` —„—_ — _ BRDADWAY STRE T E 4ST �r i Sil f . / / it / I I I I- - , ' j _28 ! IDS CENTER, SUITE 1275 CAUTION MINNEAPOLIS, MN 55402 - . _ _ I 928ONSTRUCTION. ---- - ----------------------.___ ,___—_ �U8,L _BlTiJMiNOUS ROAD) _�_ CONTACT: JOHN KOHLER C2. 1 PH: (612) 332-1500 ARCHITECT: CAMBURAS AND THEODORE LTD dwg Plotted by:Jesse Preston 4/30/2010 528.16 PM p 20101MDSETH SMITH MOLTING 2454 E. DEMPSTER ST. DES PLAINES, IL 60016 REVIEWED BY: CONTACT: JOHN BRADSHAW PH: (847) 298-1525 CIVIL ENGINEER: WIDSETH SMITH MOLTING 6301 BANDEL ROAD NW, SUITE 301 ROCHESTER, MN 55901-8798 CONTACT: JESSE PRESTON PH: (507) 206-2131 LAND SURVEYOR CORNERSTONE LAND SURVEYING, INC. 200 EAST CHESTNUT STREET SUITE #8100 STILLWATER, MN 55082 CONTACT: DAN THURMES PH: (651) 275-8969 --� T 2ALL DRAWING NO. UNDERGROUND AND OVERHEAD UTILITY ONS SHOWN ARE —` --:- — ;—^— _ — -- -- —XIMATE _, —_` _� _ ^ _ �` —„—_ — _ BRDADWAY STRE T E 4ST �r i Sil f . / / it / I I I I- - , ' j _28 ! _ - SCALE (IN FEET) NOTE: EXISTING SITE CONDITIONS PER ALTA/ACSM LAND SURVEY FROM CAUTION THERE MAY BE ADDITIONAL UNDERGROUND AND OVERHEAD HEAD TIES NOTSHOWN ON THE PLAN THAT MAY BE REQUIRED TO BE REMOVED IT IS THE CONTRACTORS RESPONSIBILITY TO REQUEST A GOPHER STATE ONE CALL PRIOR TO THE START OF ANY - . _ _ I 928ONSTRUCTION. ---- - ----------------------.___ ,___—_ �U8,L _BlTiJMiNOUS ROAD) _�_ = CORNERSTONE LAND SURVEYING, INCNC STILLWATE N C2. 1 DATE: 04/21 /10 JM008R-Semper Dove lopment\1008R0004 Walgreens Monticello11008R0004 000 -Walgreens Montcelb\CADD1Civi1180-90°b PIan1C-GRADING-1008R0004 dwg Plotted by:Jesse Preston 4/30/2010 528.16 PM p 20101MDSETH SMITH MOLTING 1 1 04130/10 SITE DEVELOPMENT REVIEW NO. DATE DESCRIPTION STORE ## -13938 PROJECT NAME WALGREENS STORE PINE STREET & BROADWAY STREET EAST MONTICELLO, MN DRAWING TITLE GRADING & DRAINAGE PLAN CADD PLOT. SCALE:AS SHOWN DRAWING NO. C -GP -1008R0004 DRAWN BY: JPP VOID PLOT: C2. 1 DATE: 04/21 /10 SUPERSEDES PLAN DATED- REVIEWED BY: JPP OF DWGS F&16" SADDLE TYPE WYE FLOWLINE 6" SERVICE ELEV = 914.67 - L 0 EX FLOWLINE ELEV = 914.07 E FN SIZE, LOCATION AND ELEVATION _-- L r PROJECT BM #2, l REPLACE IN KIND W-1 TNH=926.54 j - a W'+ '• +• n'y °s yy y "y Z ° ,• • • a •• • . 8' • PROPOSED CO I 'g •n , n • • , , BUILDINI A ' FLOOR AREA = 2,51 1{ Ll.i '� .• �° ' 10 PARKING STAI •Z FINISHED FLOOR = ! • Ulu II II �II °0/•Q - '-.4, -4 , ;• .; LL n M i. .i i.l _ •: I y ° # F&I 170.41 LF 6" D.I.P. CL 52 i 1) • ' • • .� C[1MRINIFII WATGR ccavlr� t J T"] '-'• �I a• • a, b n ,+ y ' r ry ' n •a n a Yq ' y, y ' I`, ny. ' n , y ' • nn+n ' .+y y y .�y °y • ,yn ` . , + Lu , y PROJECT BM #2: ?<I _ I i - .L. / � `vim• � vv � u� � J � �- r , � TNH=929.87 REPLACEIIN KID GENERAL NOTES --- ----- -' -'- - 1. BEARINGS, DIMENSIONS AND EASEMENTS SHOWN HEREON ARE FOR _ __.-- -- -- - ---'"----- - _ REFERENCE ONLY. REFER TO PROJECT ALTA/ASCM LAND TITLE SURVEY FOR F&T6"CDDLE TYPE WYE PROPERTY LEGAL DESCRIPTION AND VERIFICATION OF REFERENCED FLOWLINE 6" SERVICE ELEV = 916.49 I ±' y , ` INFORMATION EX FLOWLINE ELEV = 915.89 + t (PUBLIC BITUMINOUS ROAD____,.____.,__ �I+`_r - -- -- I,-_ _ FN LOCATION, SIZE AND EL -._.-.__ 1_..___.- -i-- - --- I` l _ 2. REFER TO PROJECT ARCHITECTURAL DRAWINGS FOR DETAIL DIMENSIONS OF _ENATION.__ - _._ ' I ` I EAI T > BUILDING, DRIVE-THRU AND STOREFRONT CANOPIES, RECEIVING AND RIVER STREET rS ( T. REFUSE/RECYCLING PLATFORMS AND/OR ENCLOSURES AND CONCRETE WORK SAW CUT BIT ! I ' SURROUNDING BUILDING REPLACE IN KIND i 3. ALL AREA NOT OTHERWISE NOTED SHALL BE LANDSCAPED. Camburas & Theodore, Ltd. �■ Arfibftm I I Nulors I Egkvmdng u (EDelgehrSt,DesM Td (847) 29!}355 I&(847)71A 2B8.OUB www. DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS'CONSULTANT ■ LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: 4. EXISTING SITE CONDITIONS PER ALTA/ACSM LAND SURVEY FROM 17-1 1111 CONTRACTOR LANDLORD'S CONTRACTOR TURNKEY CONSTRUCTION CORNERSTONE LAND SURVEYING, INC. STILLWATER, MN. ■ ( ) FUTURE PARKING AREA I�'; ( { STMH 1 (48) (SEE STANDARD PLATE 4001) CB -1 (60) (SEE STANDARD PLATE 4001) STORE BUILDING ,I + l 11 R-1 642 CASTING WITH SOLID COVER R-3246 CASTING WITH TYPE C GRATE RIM ELEV= 927.37 RIM ELEV= 926.22 NEW . ■ NEW ■ .y 'y •, j 1 n r = r - -- -- ---'-----------------------------------------------i( 7-7 ; - /--,7777 -77r-7! I r- 1i f lam. _ b INVERT ELEV= 922.87 (W) CONNECT TO EXISTING STORM SEWER n I - I = LL - 0 i;, WWW WSN.USCOM ALEXANDRIA MN ENGINEERS BEMID-, MN BRAINERD MN ARCHITECTS CROOKSTON MN W IDSETH GRAND FORKS, ND SMl!'H_ LAND SURVEYORS REDWING, MN NOLTTNG ENVIRONMENTAL SERVICES ROCHESTER, MN Li O LNLJ a, n iy _J z d i, SIOUX FALLS. SO CERTIFICATION CUT -INTO EXISTING 6" CIP WATER MAIN CUT -INTO EXISTING 6" CIP WATER MAIN CONNECT TO EXISTING WATER MAIN CONNECT TO EXISTING WATER MAIN 1 HEREBY CERTIFY THAT THIS PLAN, MY DIRECT SUPERVISION AND THAT I F&I 6"X6" TEE F&I 6"X6" TEE <I I LAWS OF THE STATE OF MINNESOTA I `r !YILi FN SIZE, LOCATION AND ELEVATION FN SIZE, LOCATION AND ELEVATION LAND SURVEYOR CORNERSTONE LAND SURVEYING, INC. _ PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION STILLWATER, MN 55082 Ul DATE LIC NO. 44228 =J W-3 F&I 6" 90° BEND PROJECT NO. 1008R0004.000 W-4CONSULTANT .. b8-1 I I i U-1 TI T I- i /C _ IT ciz CL _- _ ,F - __ __ _ __.--.- I --�. �f►� (i� Pt "O'll BROADIN.4 Y STREET EAST C. S.A. H 7S-___ _ _BITUMINOUS ROAD) r ,` INVERT ELEV= 920.87 (N) INVERT ELEV= 921.85 (N) iaa i , 1 1 I 1. i y 1i f RELOCATION b INVERT ELEV= 922.87 (W) CONNECT TO EXISTING STORM SEWER INVERT ELEV= 922,95 (W) OTHERS . .. . . . = LL - 0 i;, WWW WSN.USCOM ALEXANDRIA MN ENGINEERS BEMID-, MN BRAINERD MN ARCHITECTS CROOKSTON MN W IDSETH GRAND FORKS, ND SMl!'H_ LAND SURVEYORS REDWING, MN NOLTTNG ENVIRONMENTAL SERVICES ROCHESTER, MN Li O LNLJ a, n iy _J z d i, SIOUX FALLS. SO CERTIFICATION CUT -INTO EXISTING 6" CIP WATER MAIN CUT -INTO EXISTING 6" CIP WATER MAIN CONNECT TO EXISTING WATER MAIN CONNECT TO EXISTING WATER MAIN 1 HEREBY CERTIFY THAT THIS PLAN, MY DIRECT SUPERVISION AND THAT SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE F&I 6"X6" TEE F&I 6"X6" TEE <I i F.I - __ __ _ __.--.- I --�. �f►� (i� Pt "O'll BROADIN.4 Y STREET EAST C. S.A. H 7S-___ _ _BITUMINOUS ROAD) r ,` INVERT ELEV= 920.87 (N) INVERT ELEV= 921.85 (N) REMODELING EXISTING . . INVERT ELEV= 920.87 (S) INVERT ELEV= 921.85 (S) RELOCATION ❑ NEW SHELL ONLY ❑ INVERT ELEV= 922.87 (W) CONNECT TO EXISTING STORM SEWER INVERT ELEV= 922,95 (W) OTHERS . .. . . . . . ❑ WWW WSN.USCOM ALEXANDRIA MN ENGINEERS BEMID-, MN BRAINERD MN ARCHITECTS CROOKSTON MN W IDSETH GRAND FORKS, ND SMl!'H_ LAND SURVEYORS REDWING, MN NOLTTNG ENVIRONMENTAL SERVICES ROCHESTER, MN CB -3 (48" CONE) (SEE STANDARD PLATE 100) CB -2 (2X3) (SEE STANDARD PLATE 4006) R-1642 CASTING WITH TYPE C GRATE R-3246 CASTING WITH TYPE C GRATE RIM ELEV- 926.14 `i RIM ELEV= 926.11 INVERT ELEV= 923.15 (E) INVERT ELEV= 922.69 (N) INVERT ELEV= 922.69 (V1/) - W-1 W-2 SIOUX FALLS. SO CERTIFICATION CUT -INTO EXISTING 6" CIP WATER MAIN CUT -INTO EXISTING 6" CIP WATER MAIN CONNECT TO EXISTING WATER MAIN CONNECT TO EXISTING WATER MAIN 1 HEREBY CERTIFY THAT THIS PLAN, MY DIRECT SUPERVISION AND THAT SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE F&I 6"X6" TEE F&I 6"X6" TEE - F&I 6" GATE VALVE & BOX F&I 6" GATE VALVE & BOX LAWS OF THE STATE OF MINNESOTA CONTACT: JESSE PRESTON FN SIZE, LOCATION AND ELEVATION FN SIZE, LOCATION AND ELEVATION LAND SURVEYOR CORNERSTONE LAND SURVEYING, INC. _ PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION STILLWATER, MN 55082 CRAIG BRITTON DATE LIC NO. 44228 =J W-3 F&I 6" 90° BEND PROJECT NO. 1008R0004.000 W-4CONSULTANT F&I 6" 90° BEND MH -1 (SEE STANDARD PLATE 3001 ) R-1642 CASTING WITH SOLID COVER RIM ELEV= 926.81 INVERT ELEV= 917.37 (N) INVERT ELEV= 917.47 (W) MH -2 (SEE STANDARD PLATE 3001 ) R-1642 CASTING WITH SOLID COVER RIM ELEV= 927.80 INVERT ELEV= 918.12 (E) INVERT ELEV= 918.22 (S) CO -1 (SEE STANDARD PLATE 3005 ) R-1976 CASTING WITH SOLID COVER RIM ELEV= 927.29 FLOW LINE ELEV= 916.93 THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS 1 ALL STREET CONSTRUCTION SHALL CONFORM TO THE MOST RECENT ADDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS. 2. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE MOST RECENT ADDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS. 3 ALL STORM SEWER CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS. 4, ALL WATER DISTRIBUTION CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS, 5. PAVING WITHIN THE RIGHT OF WAY SHALL NOT START UNTIL SUBGRADE COMPACTION TESTS HAVE BEEN TAKEN AND ROADWAY CONDITIONS ARE APPROVED BY THE ENGINEER. 6. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE CONTRACTOR, ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 1 ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT 651 -454 -0002 - SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE, THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING T HE CONSTRUCTION PHASES OF THIS PROJECT, ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGER AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. a i DENOTES PROPOSED CONCRETE PAVING DENOTES PROPOSED BITUMINOUS PAVEMENT DENOTES PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT DENOTES PROPOSED REJECT CURB & GUTTER 0 20 40 SCALE (IN FEET) ALL UNDERGROUND AND OVERHEAD UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THERE MAY BE ADDITIONAL UNDERGROUND AND OVERHEAD UTILITIES NOT SHOWN ON THE PLAN THAT MAY BE REQUIRED TO BE REMOVED. IT IS THE CONTRACTORS RESPONSIBILITY TO REQUEST A GOPHER STATE ONE CALL PRIOR TO THE START OF ANY CONSTRUCTION. JAII008R-Semper Developmentt1008R0004-Walgreens Monticello11008R0004.000-Walgreens MonticcelloICADD\00\80-90% PlanVC•SP-1008R0004.dwg Plotted by:Jesse Preston 4/30/2010 5:30:05 PM 0 2010 WIDSETH SMITH NOLTING ISDL SEMPER DEVELOPMENT LTD. OWNER: SEMPER DEVELOPMENT LTD. 80 SOUTH EIGHTH STREET IDS CENTER, SUITE 1275 MINNEAPOLIS, MN 55402 CONTACT: JOHN KOHLER PH: (612) 332-1500 ARCHITECT: CAMBURAS AND THEODORE LTD 2454 E DEMPSTER ST. DES PLAINES, IL 60016 CONTACT: JOHN BRADSHAW PH: (847) 298-1525 CML ENGINEER: WIDSETH SMITH NOLTING 6301 BANDEL ROAD NW, SUITE 301 ROCHESTER, MN 55901-8798 CONTACT: JESSE PRESTON PH: (507) 206-2131 LAND SURVEYOR CORNERSTONE LAND SURVEYING, INC. 200 FAST CHESTNUT STREET SUITE 18100 STILLWATER, MN 55082 CONTACT: DAN THURMES PH: (651) 275-8969 1 04/30/10 SITE DEVELOPMENT REVIEW NO. DATE DESCRIPTION STORE # -13938 PROJECT NAME WALGREENS STORE PINE STREET & BROADWAY STREET EAST MONTICELLO, MN DRAWING TITLE UTILITY PLAN CADD PLOT: I SCALE:AS $HOWN DRAWING NO. C -SP -1008R0004 I DRAWN BY: TDD VOID PLOT: C3.1 DATE: 04/22/10 SUPERSEDES PLAN DATED: REVIEWED BY: Inn OF DM& STEEL FENCE POST (T --POST), ---; 2 M P ^ �� MANHOLE STEPS SHALL BE (:AST )RON OR MA MODEL NS -1 -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATnONS AND SPACED 16" OC, MINIMUM 5' LONG, () MINIMUM STEEL REINFORCEMENT04 ATTACH FABRIC TO POSTS 5' MAXIMUM SPACING, �pp d4 B" j4.jrNHOLE OA PI STEP,ED OR CATCHEXTERIOR BASIN ATH vt MMUM 3 ZIP PIES (50 LB, -TENSILE) PER POS - - DIA n SEWER 12" N-ININIUM FOR PRECAST, 3 BRICKS OR 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION REINFORCEMENT AS PER SPEC 3301, GRADE 60. IN TOP 8" OF Fr"n8RIC PH: (612) 332-1500 Standard Manhole for I Standard Plate Library for Storm Sewer /FABRIC MONOFILAMENT' GEOTEXTILE PER IANDOT TABLE Plallo- / 3'?,86 -1 (Mat:/ -TINE S!_iCF;7) HOST NOTCHES - ----., / � — f J TO FACT AAAY SEC'cI01� A -A TO CONSIST OF %4 BARS GC BOTH WAYS A 3" TO 4' CONCRETE COLLAR RINGS EXTENVAIC FROM THE TO THE PRECAST SECTION MACHINE SLICE FROM FABRIC N� / B"--12" r,'FPTH (P! US 6" F:. AP) Standard /JIM PH: (507) 206-2131 Catch Basin City the h ty of Monticello - - -- Dote: Tstote- N --o, F DIRt CT;ON OF SURF A r - 7- FLOW � Revised: 4006 CONTACT: DAN THURMES PH: (651) 275-8969 I I 24" MI'JIMiiM POST ENIBEDMFNT II NO, TL, THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARD SILT FENCE INSTALLATION METHOD HEAVY—DUTY SILT FENCE I 5TALLA TION METHODS S-OU:_U ONLY E'L USAPPROVE'-)ED JH=..I OR DIRECTED BY THE CITY (A)C-X MPACTI ), AFTER "SUCING' IN THE \=ABRs(; .AND BEFORE !NSI—Al, A `10N OF STEEL POSTS, DRIVE ASTAI..LATION Ei)t.)IPMFN'r OVER THE i "SL ICE" INHILE -AURIC IS LAYING ON THE;; GROUND THEN INSTALL 5TCEL POSTS .AND PULL_ UP FA31RIC TO ATTACH AT A ! IPJII I -ICI! I" i Title - Silt Fence Standard Plate Library for Machine Sliced -_-^-- 1 � Date: A Y the City of Monticello 03-07 Plate No- — Revised: 1004 G CASTING-\ r ADJUSTING RINGS / 4" MIN - 12" MAX I ROADWAY SURFACE _4..... J____ _. SEE MnDOT STANDARD PLATE 4020 FOR COVER REQUIREMENTS WALL CONSTRUCTION SHAI.L BE CLASS II PRECAST PIPE, EXCEPT 48" DU MAY BE z ASTM C 478 CONCRETE PIPE. SEE STANDARD CAST INP z 8" -LACE. PLATE 3000 (NO TONGUE OR GROOVE AT TOP 3 ;Ly CONCRETE .I OR BOTTOM OF THIS SECTION) CAST -IN-PLACE ry 4' TO IO' ( CONCRETE OR MASONRY CONSTRUCTION (BRICK OR (ROCK) ALLOWED ONLY IF APPROVED •;'r 8Y ENGINEER ! CONCRETE DOGHOUSE REQUIRED ON r I 1 OUTSIDE AND INSIDE OF STRUCTURE I I AND PIPE CONNECTION C STRUCTURE- R" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MnOOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISEO AREA TO FIT REQUIRED DIA4ETER. 1� REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED, f A 2 M P ^ �� MANHOLE STEPS SHALL BE (:AST )RON OR MA MODEL NS -1 -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATnONS AND SPACED 16" OC, CURB INLETFRAME AND CURB BOX NED" NO. R-3246 WITH DIAGONAL GRATE () MINIMUM STEEL REINFORCEMENT04 EQUIVALENT STEEL AN4E,1 IN 2tItE MESH MAY BE USED GENERAL DIMENSIONS FOR CONCRETE APPLY �pp d4 B" j4.jrNHOLE OA PI STEP,ED OR CATCHEXTERIOR BASIN TO BRICK AND CONCRETE MASONRY UNIT CONSTRUCTION ALSO, EXCEPT AS NOTED. - DIA n SEWER 12" N-ININIUM FOR PRECAST, 3 BRICKS OR 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION REINFORCEMENT AS PER SPEC 3301, GRADE 60. BRICK (SPEC 3615) KOOK MA R CONS RUCjIQ:� PH: (612) 332-1500 Standard Manhole for I Standard Plate Library for Storm Sewer I.. the City of Monticello I Date: 03-05e Plallo- - Revised: 4001 CHIMNEY SINS (WTERNAL OR EXTERNAL) CRETEX OR APPROVED EOLUL" J�STAMOARO MANi43LE 1 MAXPCHOUT1NC. BETWEEN PIPE- .� MNtHOLE BARREL SHALL X F11AME AND COVER � YARN NON-SINNNKNNG CEMENT ALL MANHOLES WNH-ADNSil4C RAGS INSIDE DROP SECTICN +AGN 4' - MAX 12'SHALL BE V DHA (LD) 2Y OM '; oz a. MANHOLE SECTION TO BE ASTM C-4Te CUSS 0 CIRCULAR ROW I LATEST REVISION 48' DIA USE R-2 JOINT FOR ALL ,AANHCLE JOINTS 'TI 7' ._--{•.._ STEPS AT "CRE-SFX•.'RESEAL`, OR APPROVED EQUAL FITECAS7 G'AST CONNECTION SHALL BE USED FOR CONNECTSON PWE TO MANHOLE y �_ - VARUBLE MAH. 24' PRECAST BOTTOM SECTION WITH INVERT #5 AT 12' OC EACH WAY -� STANDARD MANHOLE FOR SANITARY SEVIER koSCALE --`- - NOTES. (i) MANHOLE STEPS (AND SPACED s1 a I IF DROP IS CRD Title, Standard Sanitary Standard Plate Library for Manhole __ ____.-- _ - the City of Monticello ! oats: 03-05 Plate Na, _ ( .- (,\ 300 J ReYi3Bd: - I Q f A 35 1/4 43" CURB INLETFRAME AND CURB BOX NED" NO. R-3246 WITH DIAGONAL GRATE ( %I PLAN _- 4' CONCRETE COLLAR I I --ALL STORM SEWER CASTING SHOWN ON THE PIANS DEPRESSED 11.111' BELOW I EUVATION (SEE OETNL ELEVATIONS Huff QEEN GUTTER 5202) ' ADJUSTING RIGS -.. __� ,•.'"--.� 4' MIN I 7 O CRXENCAS ! COLS USE CONC>�TE COILLAE U CONCRETE CURB MIX FOR CQLLAR - _-_ (c 1 11 ( • .. I 5 PH: (612) 332-1500 /�1_ CAMBURAS AND THEODORE LTD �. 24 FINISH MADE DES PLAINES, IL 60016 F I �� i�. •I - — f J j NOTES- i REINFORCING AT a' I POUR AROUND 1 CASTING SEC'cI01� A -A TO CONSIST OF %4 BARS GC BOTH WAYS A 3" TO 4' CONCRETE COLLAR RINGS EXTENVAIC FROM THE TO THE PRECAST SECTION 4' Go:0?0E COLLAR I i j �. ROCHESTER, MN 55901-8798 Standard Standard Plate Library for PH: (507) 206-2131 Catch Basin City the h ty of Monticello - - -- Dote: Tstote- N --o, 200 EAST CHESTNUT STREET SUITE #B100 Revised: 4006 I TIES REQUIRED TO CLEAN GUTS PLUG AND CAP. TO TO CE e/2 IS BELOW FINISHED GRADE -� ' ` T FINISHED GRADE I iT i 1 0" PVC RIM FOR NON-RLWEENTIAL 4' PVC RISER FOR RLSOENTUL iVARIES 10' TO 20' (; I ! , ` e OR 5' VFRTICx WYE (FVC) ,J /- COt:CRETE ENCASEMENT / 12" ALL AROUND (INCIDENTAL) WATER TIGHT GASKET i OR CEMENTEO PLUG -77 PVC 1" > HGR,zo. TkL WYE (PEC) THRUST eLCCKWG FOR CLFJINIIX EQUIPMENT i 1, PAYMENT FOR a" RISER PIPE. V VERTICAL WYE 4S" SEND AND PLUG WILL BE PAID FOR AT UNIT PRICE BIO PER EACH. 2, CLEAN -OUTS REQUIRED AT 70' INTERVALS FROM MAIN SEWER UNE I Sanitary Clean -Out Standard Plate Library for i the City of :Monticello Date:P,ate Na. ----� 03-05 I. --3' Reviied: 3005 03-07 1 n" 3/4 / PER FT, 3' I r. 1/2 " R -- 2'- D" -I MODIFIED DESIGN "0" BOX FOR 0613 FRAME -e16 CURD c� DurrER 6: I 'T' MCOIFIEO DESIGN '0' CURB 9 Baia G GUTTER (TYPICAL, SEE A G;&) I PLAN g JT 7 'MODIFIED •-..-� a MATCH MCrTYPr, 'D" ' CURR & CUTTGR (TYPY_,Ili.l Baia- I40TE: STORM SEVER TOP OF CASTING ELEVATION SHOYA4 ON THE FLANS INCLUOES A 0.10' OEPRF,SWH FROM THE PROPOSED CUTTER GRACE, THE CONCRETE CUPS SHOULD as TRAN31RONEO FROM THE PROPOSED GUTTER GRADE TO THE CASTING E'_ NATION 5 RCT ON EACH SCE Of THE CENTER OF TME CAVING. �— Title; Concrete Curb & Gutter Standar. Plate Lib03-05 for ; at Catch Basin the City of iVlOnt�e Date: Plate No. -- Revised: 5003 03-08 Y` �lTHE TOP 3' SH" HTE COMPA„TED AT A MIN OF 1COX OF STANDARD PROCTOR DENSITY (MN/DoT 2185) A MAX OF 2' LIFTS TO BE WETTED / AND CONSOUDATEO BY VIBRATORY MEANS AND COMPACTED TO A MW1 I 0 DENSITY OF STANDARD TAB TDAR10OPROCTOR - 4' COVER COMPACTED TO 05X Cf r STANDARD PROCTOR DEN M. WITHOUT THE USE OF NFAVY ROLLER EOIOPMENT CRANUI AR BE=HG AS PER MN/DOT 3140.2E rOUN'DATICN WHERE ORDERED BY THE ENGINEER SHOVEL. PLACE, AND NANO COMPACT AROUND PIPE TO 12" ABOVE PIPE, VIBRATORY COMPACTION RECUIRED EACH SDE OF RPE, AS DAECTEO BY THE ENGINEER. Title: Typical Trench Compaction Standard Plate Library for and Class B Bedding I the City of Monticello 17dote-.. --- - - 03-05 Plate No. d. 02 0j 3006 SAME SLOPE AS ROADWAY--\ Hoelzol4Tx .` (FORMS `AAY BE TILTED) REVERSE SLOPE GUTTER SECTION DIVIDER PLATE a'R-, /Fr/Fr f'T t • - -?-� '�� 3'13 --� 31 •,��_ ./ 6 113 1/2 ` SLOPE 0.06 Fr © OR //.. • 1 SLOPE 3/4•/FT - /•; /'°''r/ r MIN 2' HaR1zDNrx I UNE MNDOr I rjJ ;.'IPr non TT//rT `IafAL, IINLESS i STANDARD PLATE 140. 7100 H DT'HE-TMSE SPECn!:D IF A DIFFERENT SPECIFICATION REFERENCE 2531 GLITTER St R^T' 1'3 :`FRMtTT!'R, DN'. Finch CONCRETE - 0.0474 CU YDS / LIN FT (6612) Y , Tarso 8612 CONCRETE CURB &GUT ER CONCRETE - 21.1 HT CCU. YDS. ia612 DIVIDER PLATE 313 1/2 3.13 SLOPE OR FT/FT / 6' t3 1/2 R ` SLOPZ /4 -/Fr ��,2' Ira+ i� �.rl�' -�,.',`,->;`� •: � 2 L04EHORONYAI-�` (D Su -PE 0,05 if/FT HRRI.AL. U.w ti5 t r' ? / SMT44DARD PLATE :40, 7100 H D HERVs SE SPFCFIEC. Ir A CS PER:NT SPECIFICATION REFERENCE 2531 GUT' R SLOPE IS K-IMITT,D. THE =URA CONCRETE - 0.0592 CU YDS / LIN FT (861x) a_ Torn8018-CONCRE IIIE CURB CUI IER CONCRm - 17.2 F, / CU.YDS. (Bate) -!- - 12- 3/4 " / PER FT-� 1/2 -R ` � 1/2 ` R J.7- ,•01 � ) to LU MODIFIED DESIGN "D" CURB & GUTTER --Tine: -- -- Concrete Curb & Gutter Standard Plate Library for- - for Streets the City of Monticello 03-05 Plate No. 5004 03-07 © 2010 WIDSETH SMITH NOLTING Camburas &Theodore, Ltd. -� NArchitxture I Planning I Interiors I Englaming ` Li2454 E DmTFetf St, Des Plaints, IL Tel(W)I2911-1525 Fan (847) 248 0228 www.rarltRuasarxltheodoro.Gom DRAWINGS/SPECIFICATIONS BY ❑ WALGREENS'CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS'CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW ■ NEW REMODELING ❑ EXISTING ❑ RELOCATION ❑ NEW SHELL ONLY ❑ OTHERS ❑ WWW WSN. US COM ALEXANDRIA MN ENGINEERS BEMIDJI MN BRAINERD MN T Q�('�j ARCHITECTS CROOKSTON. MN W1DvA+A++ GRAND FORKS NC S� LAND SURVEYORS REDWING MN NOLTING ENVIRONMENTAL SERVICES ROCHESTER, MN SIOUX FALLS SD CERTIFICATION N, SPECIFICATION OR REPORT 4T I AM A DULY LICENSED PROM 'A. CRAIG BRITTON DATE LIC NO 44228 I CONSULTANT PROJECT NO. 1008130004.000 1 SDLI SEMPER DEVELOPMENT LTD, PROPERTY NOTES OWNER: SEMPER DEVELOPMENT LTD. 80 SOUTH EIGHTH STREET IDS CENTER, SUITE 1275 MINNEAPOLIS, MN 55402 CONTACT: JOHN KOHLER PH: (612) 332-1500 ARCHITECT: CAMBURAS AND THEODORE LTD 2454 E. DEMPSTER ST. DES PLAINES, IL 60016 CONTACT: JOHN BRADSHAW PH: (847) 298-1525 CIVIL ENGINEER: WIDSETH SMITH NOLTING 6301 BANDEL ROAD NW, SUITE 301 ROCHESTER, MN 55901-8798 CONTACT: JESSE PRESTON PH: (507) 206-2131 LAND SURVEYOR CORNERSTONE LAND SURVEYING, INC_ 200 EAST CHESTNUT STREET SUITE #B100 STILLWATER, MN 55082 CONTACT: DAN THURMES PH: (651) 275-8969 1 04/30/10 SITE DEVELOPMENT REVIEW NO. DATE DESCRIPTION STORE # 13938 PROJECT NAME WALGREENS STORE PINE STREET & BROADWAY STREET EAST MONTICELLO, MN DRAWING TITLE CIVIL SECTIONS AND DETAILS CADD PLOT- SCALE:AS SHOWN DRAWING NO C -DT -1008R0004 DRAWN BY' MDK CON ��VOID PLOT1 DATE: 04/22/10 SUPERSEDES PLAN DATED REVIEWED BY JPP OF DWGS CONTRACTION JOINTS ` V 12" GRANULAR BORROW 6" CONCRETE WALK BOULEVARD WIDTH VARIES(AVERAGE 8') SIDEWALK DIMENSIONS WIDTH - 6' DEPTH - 6" FOR NEW DEVELOPMENTS 4" FOR EXISTING AREAS, 6' AT DRIVEWAYS GRANULAR BORROW DEPTH - 12" CONTRACTION JOINTS - 5' INTERVALS EXPANSION JOINTS - 60' INTERVALS (APPROX.) Standard Plate Library for Typical Sidewalk the City of Monticello 6a;-.-_--- 3-05 Revtssd 5048 03-08 OVERFLOW BLOT IN SHROUD WRNQ Nut ATTACHMENT HOOK SILT FABRIC SLEEVE � _ • • _ � I POVISIPRIOON 30116 SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION ZIM •'� Inlet Protection Grate Inlet Cover Standard Plate Library for bjte - -- -- -. . - - -----Na. - - Platethe City of Monticello 03rD Revised: 6007 A� DESIRED MINIMUM " CONCRETE WALK OUTER LIMITS OF Af WWALK"ETE q Q : CONCRETE r �l WALK se�� sa --a=d I se • IMCK OF CURB � s FRONT FACE Qs . OF CUR FRONT FACE "'• e ° VAR BASEDON WAIX b 10:1 SLOPE VAAL BASED 10.1 OR zIIL WIDTTM0MTW1'1 r�i rH OR PLAN VIEW OF DIAGONAL RAMP CURB AN PLAN VIEW OF PERPENDICULAR RAMP CURB AND GUTTER ts - y 4'° 4' o•• �DESIRAK' soE ,.. or BASEDIAMETER°�1——- I — 'L LbHaIETE WALK 0.02 Fr./FT. MAx.® •-1 o De Fr /Fr. OR FLATTER@ DOME SECTION SECTION A—A T P.I. t-- -- APPROX. P.I. 3/B' 151e•(Tn 8 { 10:1 SLOPE 6� DOME gd — ac o o a _ r— .1.1 00 1 � jO• — l I 4 1 3,/AMB--2 3 00000000 `j 14 °tltl- �8 � B• B 15/1 B•(TYP. s e L yro. 10:7 SLOPP•I• PI. DOME SPACING AIN' SL:.PE NOTES: ELEVATION OF RAMP Qt 1/2 INCH PREFORMED JOINT FILLER MATERW, AAW. O M 213. Q WHEN POSSIBLE. PROVIDE A CLEAR PATH OF TRAVEL 4' 0• WIDE BEHIND THE PEDESTRIAN RAMP. A RELATNE.Y MT 4' X 4' LANDING WILL ALLOW WNEELOHMITS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS, SIGNS, CABINETS, OR OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL. o WHEN A mm R NOT WIDE ENOUGH FOR TWO PEMTRW! RMAPS AND A 40- LANDIN° BETWEEN THEM. Tu PEDESTRAN CROSSING SHALL BE CUT TIatO M THE MEDIAN AT STREET LEVEL. G PLACE THE DETECTABLE WARMNCS (TRUNCATED DOMES) AT THE BACK OF CURS, WHEN THE DETECTABLE WARNING SYSTEM IS A PRECAST MATEidIiL THE CURB 9, Bf /MHO FORMED TO FILL THE GAP. (3 ADA REOUIREO TRUNCATED DOME AREA SHALL K 2' 0' MN. IN DIRECTION OF TRAVEL AND SMALL EXTEND THE FULL WIDTH OF THE CURB RAMP. © THE CURB a: GUTTER TRANSITION WILL BE PAN FOR AS LINEAR FEET OF CONCRETE CURB AND GUTTER. THE PEDESTRIAN RAMP AREA WILL BE PAD FOR ON A PER EACH BASIS, THE TRUNCATED DOME AREA SHALL BE CONSIDERED INCIDENTAL TO THE PEOESTRAN RAMP. Q TH �UTR�:�CA(T�) E/DETECTABLE WARNING SURFACE SMALL BE N COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT ACCESSMTY Q DETECTABLE WARNING PAVERS MMKJFACTURED BY wAmR ARomcTURAL PRODUCTS SHALL BE USED WITH THE CHARCOAL COLORING, TO PROVIDE A VISUALLY CONTRASTING SURFACE TO THE WALK. Title: - - Pedestrian Standard Plate Library for Curb Ramp the City of Monticello Dace: 03-05 ate No. Revtaee:' _'_'02-06 _ 5009 R.O.W PROPOSED LMUTY CURB LINE EXISTING UTILITY EXISTING UTILITY \— CENTERUNE ROAD MILL 1 1 2 " BITUMINOUS TD LANE LINE•- MILL CX I/2 ' BITUMINOUS 2 FEET OUTSIDE OR FOG UNE OF EXCAVATION LIMITS -__ — --- OR AS DIRECTED BY ENGINEER CURB LINE— R.O.W BtT WEAR COURSE -- FULL DEPTH SAWCUT OF BITUMINOUS RASE IS REQUIRED t' AROUND EXCAVATION EDGE MILL AND OVERLAY 2FT BEYOND EDGES OF EXCAVATION FOR BIT WEAR PLACEMENT t ° Blr BASE COURSE T' CLASS 5 -` 15o STANDARD PROC - — --- � PROCTOR DENSITY tis% STANDARD PROCTOR DENSITYI— _ EXCAVATION AREA DTN VARIES} _ OSHA APPROVE@ SLOPES TO EXISTING UTILITY EXISTING UTILITYAl— i --- Tule: Utility Excavation In City Streets Standard Plate Library for 5 Years_ or r Older the City of Monticello to: 03-05 P1ot" "°'— Revised: 7004 03-08 / r PIPE X / X D1 T TOP VIEi9_ SECTION X — X SPECIAL NOTE: SPECIAL ATTENTION SMALL BE PIVD WHEN INSTALLING ORNEWAYS TO NOT UNDERMINE OR DAMAGE EXISTING SIDEWALKS. CURB do GUTTER 10. LID 3" OF 1-1/2" ROCK d ♦6 ON TOP OF 9" CRUSHED CONCRE E'` / TAPER - 3" OF 1-1/2" ROCK i DEPTH AND WIDTH ON TOP OF IN 10' 3" CRUSHED CONCRETE SIDEWALK Gravel Standard Plate Library for Construction Entrance the City of Monticello Date: 03-05 Note No. Revised - 03-07 5015 AND EXPANSION -- JOINTS }6, _EXPANSION JOINTS \t( � B A L7 LEGEND AND BORDER - GREEN 80 SOUTH EIGHTH STREET WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND — WHITE TYPICAL AT ALL HANDICAP SPACESL■ Camburas &Theodore, Ltd. Amhrmftm I fin➢ 11nwfors I MSI CONCRETE TO BE POURED INTEGRALLY - EXPANSION � ^ JOINTSSION Tel (847) 29&151525 FaL(841) 298-0724 ' 0 www. PLAN B618 CONCRETE CURB AND GUTTER 'VAN ACCESSIBLE" 7"MIN. y 1/4 PLpER /Mmv F1 WIDTH VARIES ❑ WALGREENS'CONSULTANT PENALTY SIGN WITH LANDLORD'S CONSULTANT WORDING AS REQUIRED 5' MIN. Standard Plate Plate Library for the City of Monticello 48" CONE — TYPE C OR G H A D1 D2 T WEIGHT (ft) (ft) (in) (in) (in) CATCH BASIN Lbs 3.0 0.0 27 48 5.0 2260 3.5 0.5 27 48 5.0 2670 4.0 1 1.0 27 48 5.0 3050 NOTE: Available in 27* eccentric. �" (64" O.D.) PRECAST CONCRETE BASE SLAB SEE MANHOLE BASE SLAB PAGE. CATCH BASIN DETAIL DESIGN 48" CONE STD. PLATE 100 Commercial Driveway Entrance 03-05Plate No. -- d: 5007 OPEN MEA: THE AREA MUST BE CLEARLY MARKED, A MINIMUM SIZE OF 10' X 10' AND 8" BELOW EXISTING SURFACE. THE PERIMETER MUST BE PROTECTED WITH SILT FENCE (SEE DETAIL ON SILT FENCE) CONCRETE WASHOUT AREA eool% j -IM I _ �m= ' "LCAT' ' � `�! •►r�i-11L�- T I BEHIND CURB: THE AREA MUST BE CLEARLY MARKED. A MINIMUM SIZE OF 10' X 10' AND 8" BELOW CURB, SLOPING AWAY FROM THE STREET. THE PERIMETER MUST BE PROTECTED WITH SILT FENCE (SEE DETAIL ON SILT FENCE) CONCRETE WASHOtlT AREA / ///;• j/ j/�: /j/////7" Title: Concrete Washout Area Standard Plate Library for the City of Monticello Date. 03-07 Plate No. Re+ili w. 6004 1.00' IWO REFLECTIVE ALUMINUM SEMPER DEVELOPMENT LTD. LEGEND AND BORDER - GREEN 80 SOUTH EIGHTH STREET WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND — WHITE TYPICAL AT ALL HANDICAP SPACESL■ Camburas &Theodore, Ltd. Amhrmftm I fin➢ 11nwfors I MSI 281 E s SL, Des PWtEt 1L Tel (847) 29&151525 FaL(841) 298-0724 ' 0 www. THIS SIGN TYPICAL AT ALL PH: (612) 332-1500 'VAN ACCESSIBLE" DRAWINGS/SPECIFICATIONS BY,- PARKING SPACES 2454 E. DEMPSTER ST. ❑ WALGREENS'CONSULTANT PENALTY SIGN WITH LANDLORD'S CONSULTANT WORDING AS REQUIRED ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: BY STATE OR LOCAL LAW CIVIL ENGINEER: ❑ WALGREENS'CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) GALVANIZED "U" CHANNEL POST STORE BUILDING NEW . REMODELING. El NEW EXISTING ❑ 4" DIA. SCH 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE LAND SURVEYOR RELOCATION ❑ NEW SHELL ONLY ❑ PAINT CONCRETE BLACK OTHERS . ❑ STILLWATER, MN 55082 AFTER CURING WWW.WSN.US.COM ALEXANDRIA MN ENGINEERS BE,,,,,, MN AT ASPHALT LOCATIONS PH: (651) 275-8969 ARCHITECTS CROO STON. CROOKSTON. MN 4000 PSI CONCRETE WIDSErH GRAND FORKS. NC SMM LAND SURVEYORS RED WING, MN JOLTING ENVIRONMENTAL SERVICES ROCHESTER, MN SIOUX FALLS. SD — 4 4 0 CERTIFICATION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 2.00' IIIIIIII I I -III 4" MIN. -F- 1.50' ACCESSIBLE PARKING SIGN & POST DETAIL LENGTH VARIES — SEE SITE PLAN EQUAL EQUAL 6" �_ 5 �-' \ 290 MAX. 4" COMPACTED '7 --- _ o _LLL COMPRESSIBLE FILLER —i MIN. �— O O AGGREGATE BASE (3/4" MAXIMUM). 4 O1/ 4" TOOLED JOINT O2 PAVEMENT CUT BACK AND PROVIDE SEALANT, O6" X 6" #10 W.W.F. TYPICAL, AT ALL JOINTS WITH FILLER. THICKENED EDGE CONCRETE DETAIL I 2" MNDOT TYPE MVWE45035B WEARING COURSE OVER TACK COAT ------M.- --M 2" MNDOT TYPE LVNW35030B o` -P NON -WEARING COURSE 8" AGGREGATE BASE CLASS 5� 6" SUBGRADE PREPARATION (INCIDENTAL ITEM) BITUMINOUS PARKING LOT TYPICAL SECTION 2" MNDOT TYPE MVWE45035B WEARING COURSE OVER TACK COAT 2 1/2" MNDOT TYPE LVNW350308 NON -WEARING COURSE 12" AGGREGATE BASE CLASS 5 ,N/6" SUBGRADE - -- I- - - -I -- (INCIDENTALITEM)PARATION HEAVY DUTY PAVING TYPICAL SECTION 4" STEEL PIPE (SCHEDULE 80) FILL PIPE WITH POURED CONCRETE. 3' FINISH GROUND ELEVATION J , • a • 4' ° ; • 8" POURED CONCRETE • ° e d . • • 8" POURED— CONCRETE OURED CONCRETE ' . 1/4" STEEL PLATE 8" J ; DIAMETER WELDED TO BOTTOM OF PIPE • '4 2" AGGREGATE BASE TYPICAL BOLLARD DETAIL 8" CONCRETE PAVEMEN„ A° 6" CONCRETE PAVEMENT q4 , ° 4a 4 a 8" AGGREGATE BASE CLASS 5 414'° AGGREGATE BASE CLASS 5 J 6" SUBGRADE PREPARATION - -----_ _ _ =-j_ 6" SUBGRADE PREPARATION -=-I_--= i (INCIDENTAL ITEM) - - - - - (INCIDENTAL ITEM) CONCRETE PAVEMENT CONCRETE WALK TYPICAL SECTION TYPICAL SECTION SMITH NOLTING CRAIG BRI17ON DATE LIC. NO 44M CONSULTANT PROJECT NO. 1008R0004.000 SEMPER DEVELOPMENT LTD. OWNER: SEMPER DEVELOPMENT LTD. 80 SOUTH EIGHTH STREET IDS CENTER, SUITE 1275 MINNEAPOLIS, MN 55402 CONTACT. JOHN KOHLER PH: (612) 332-1500 ARCHITECT. CAMBURAS AND THEODORE LTD 2454 E. DEMPSTER ST. DES PLAINES, IL 60016 CONTACT: JOHN BRADSHAW PH: (847) 298-1525 CIVIL ENGINEER: WIDSETH SMITH NOLTING 6301 BANDEL ROAD NW, SUITE 301 ROCHESTER, MN 55901-8798 CONTACT: JESSE PRESTON PH. (507) 206-2131 LAND SURVEYOR CORNERSTONE LAND SURVEYING, INC. 200 EAST CHESTNUT STREET SUITE JB100 STILLWATER, MN 55082 CONTACT. DAN THURMES PH: (651) 275-8969 1 04/30/10 SITE DEVELOPMENT REVIEW NO. DATE DESCRIPTION STORE # 13938 PROJECT NAME WALGREENS STORE PINE STREET & BROADWAY STREET EAST MONTICELLO, MN DRAWING TITLE CIVIL SECTIONS AND DETAILS CADD PLOT: SCALE:AS SHOWN DRAWING NO. C -DT -1008R0004 DRAWN BY: MDK C4.2 VOID PLOT: DATE: 04/22/10 SUPERSEDES PLAN DATED: REVIEWED BY: OF DWGS. EXTERIOR SITE AND PARKING AREA AN ACCESSIBLE ROUTE OR PATH FROM THE PERIMETER OF THE SITE SERVING SIDEWALKS, PUBLIC STREETS OR PUBLIC TRANSPORTATION MUST BE PROVIDED TO WALGREENS ACCESSIBLE STORE ENTRANCE. PREFERRED LOCATION FOR ACCESSIBLE ROUTE SHALL COINCIDE WITH PEDESTRIAN ACCESS TO CORNER. OTHERWISE, LOCAL ARCHITECT TO DETERMINE BEST LOCATION TO CONFORM TO SLOPE ALLOWANCES DEFINED BY A.D.A. VERIFY COMPLIANCE WITH MORE STRINGENT LOCAL CODES, AN ACCESSIBLE ROUTE WILL BE A MINIMUM 36" WIDE. 60" IS WALGREENS STANDARD.. AN ACCESSIBLE ROUTE MAY CROSS OPEN PAVEMENT OR FOLLOW A RAMP AS REQUIRED BY SITE—SPECIFIC CONDITIONS. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE ACROSS OPEN PAVEMENT MUST NOT EXCEED 1:20, WITH A CROSS SLOPE NOT EXCEEDING 1:50, SLOPES EXCEEDING 1:20, BUT LESS THAN 1:12, CONSTITUTE RAMPS AND MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS, RISE AND RUN LIMITS) AS NOTED BELOW. NO RAMP SHALL HAVE A RUNNING SLOPE EXCEEDING 1:12, NOR HAVE A CROSS SLOPE EXCEEDING 1:50. ACCESSIBLE SPADE REQUIREMENTS TOTAL OFF STREET NUMBER OF PARKING SPACES ACCESSIBLE PARKING PROVIDED SPACES REQUIRED 1 TO 25.,.....•....................>..............................1 26 TO 50 ........................................................ .2 51 TO 75...........................................................3 76 TO 100 .........................................................4 101 TO 150..........................................................5 151 TO 200......<...............................................>..,6 201 TO 300 .................•...... .............................. 301 TO 400..........................................................8 401 TO 500...........>..............................................9 501 TO 1000 ................................<...............2% OF TOTAL OVER 1000-- .............................................2% PLUS 1 FOR EACH 100 OVER 1000 'THE ADA REQUIRES ONE VAN ACCESSIBLE PARKING SPACE WITH 96" ACCESS AISLE FOR ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE. ENTRANCE AREA DOORS WALGREEN'S STANDARD ENTRANCE DOOR IS AN AUTOMATIC SLIDING DOOR SYSTEM DESIGNED TO COMPLY WITH ALL ACCESS CODES AND LAWS, ENTRANCE DOORS AND ALL OTHER DOORS ALONG AN ACCESSIBLE ROUTE WILL HAVE A MINIMUM CLEAR OPENING OF 32", 'THE EXTERIOR ENTRANCE AREA SHALL NOT HAVE IMPEDIMENTS TO ACCESSIBILITY SUCH AS CART" BARRIERS OR "CART CORRALS PROTECTIVE SECURITY BOLLARDS, IF USED IN THE ENTRANCE AREA, SHALL BE SPACED A MINIMUM OF 36" CLEAR BETWEEN BOLLARDS. THRESHOLDS AT AUTOMATIC DOORS SHALL NOT EXCEED 3/4" IN HEIGHT OR 1/2" FOR OTHER TYPES OF DOORS. ALL THRESHOLDS SHALL BE BEVELED WITH A SLOPE OF NO GREATER THAN 1:2. VESTIBULES IF THE STORE HAS A VESTIBULE, THE MINIMUM SPACE BETWEEN THE OUTER DOOR AND THE INNER DOOR SHOULD BE 48" PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. VOLVING DOOR IF THE STORE HAS A REVOLVING DOOR AT THE ENTRANCE, IT MUST HAVE AN ADJACENT "ACCESSIBLE" DOOR, THE ADJACENT ACCESSIBLE DOOR MUST BE UNLOCKED AND USABLE WHEN THE REVOLVING DOOR IS UNLOCKED AND USABLE, OBSTRUCTIONS NO OBJECTS SHOULD PROTRUDE (EVEN TEMPORARILY) INTO THE MINIMUM CLEAR SPACE OF THE ACCESSIBLE ROUTES TO THE STORE ENTRANCE. THIS WOULD INCLUDE SHOPPING CARTS, SALES FIXTURES, VENDING MACHINES, DISPLAYS, OR OTHER BARRIERS. -� 9.00'--- - —5.00'— —9.00'— —8.00'___-_ -----___-9.00 0 4.50' ca 4 46 :0A INSIGNIA TO BE BLUE IN COLOR `---PARKING STRIPPING TO -J BE YELLOW IN COLOR OF 4" STRIPPING (TYP.) TYPICAL ADA PARKING AREA S-6` 04 NOTES, 1. PAINT COLOR TO BE "YELLOW" , °J FOR ARROW AND LETTERS. jf o "DRIVE -THRs" AND "STOP" LETTERS112. ' 12"' i TO BE ELONGATED HELEVETICA MEDIUM - 4" WIDE STROKES. 2. PAINT 2" BLACK OUTLINE AROUNDWE.1 a ARROW AND LETTERS FOR PROJECTS D D DDWITH CONCRETE PARKING LOTS ` WE D D N LLJJJ LLLlll ���JJ/ PAVEMENT PAINTING 4 LANE VADTH �f om N p _x1:12 (8.339x) MAX. TRIANGULAR PATTERN SQUARE PATTERN ELEVATION 'SLOPE < 5% = WALK (EITHER PATTERN IS ACCEPTABLE) (NOT RAMP), "IN—LINE" RAMP PLAN OF "DOME STAMP" PATTERN IN SURFACE. NOTES: A CURB RAMP(S) MUST BE PROVIDED ALONG CURB RAMPS MUST HAVE A DETECTABLE WARNING FEATURE EXTENDING AN ACCESSIBLE PATH FROM THE PARKING LOT TO THE FULL WIDTH AND DEPTH OF THE RAMP (MID—WALK "IN—LINE" WALGREENS CURBED SIDEWALK, RAMPS ONLY NEED DETECTABLE WARNINGS AT WALK/PARKING TRANSITION). THE DETECTABLE SURFACE MUST CONSIST OF RAISED A CURB RAMP(S) MUST ALSO BE PROVIDED IN THE TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0-9 INCHES, A PARKING LOT AT ALL INTERMEDIATE AND PERIMETER HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER—TO CENTER SPACING CURBS ALONG THE ACCESSIBLE ROUTE CONNECTING TO OF NOMINAL 2.35 INCHES. THE TEXTURE OF THE DETECTABLE WARNING PUBLIC SIDEWALKS. FEATURE MUST CONTRAST WITH THE SURROUNDING SURFACES (EITHER LIGHT—ON—DARK OR DARK—ON—LIGHT). SEE ABOVE. A RAMP IS ANY SLOPE GREATER THAN 1:20 (5%) AND ACCEPTABLE PAVER MANUFACTURERS: SHALL HAVE A MAXIMUM SLOPE OF 1:12 (8.33%). THE —HANOVER ARCHITECTURAL PRODUCTS, DETECTABLE WARNING PAVERS, MAXIMUM SLOPE IS 1" OF RISE PER FOOT OF www.hanoverpovers.com/html/detectable.html DISTANCE TRAVELED. ALL DETECTABLE WARNING AREAS -TekWayTM - DETECTABLE WARNING SYSTEM OF THE RAMP ARE TO HAVE AN INTEGRAL RED COLOR. www.stronggo.com/ourproducts.html -NuWay, CAST IN TACT, DETECTABLE WARNING PAVERS THE CLEAR WIDTH OF ANY RAMP IS A MINIMUM OF www.nuwayinc.com/CAST-IN-TACT-1•pdf 36", 6 ,a LOCAL JURISDICTION CURB RAMPS HAVE A MAXIMUM RISE OF 6" AND DO THERE ARE LOCAL JURISDICTIONS THAT SPECIFICALLY NOT REQUIRE HANDRAILS. REQUIRE DETECTIBLE WARNINGS ON THE SIDE FLARES ANY RAMP WITH GREATER THAN A 6" RISE SHALL OR TOP OF RAMP (CA.). THERE ARE LOCAL HAVE HANDRAILS ON BOTH SIDES AND CURBED EDGE JURISDICTIONS THAT HAVE REDEFINED DETECTIBLE PROTECTION ON BOTH SIDES. EDGE PROTECTION WARNINGS (e.g. EXPOSED CONTRASTING COLOR CONSISTS OF CURBS, WALLS, RAILINGS, OR AGGREGATE, GROOVES IN A PARALLEL OR DIAMOND PROJECTING SURFACES THAT PREVENT PEOPLE FROM PATTERN ETC.). ACCESSIBILITY GUIDELINES DEFINED BY SLIPPING OFF THE RAMP, HANDRAIL DETAILS SHALL LOCAL ORDINANCE SHOULD SUPERSEDE WHEN MORE FOLLOW ACCESSIBLE GUIDELINES. STRINGENT THAN ADAAG. IN THE ABSENCE OF A -� DEFINITION, FOLLOW ADAAG. 4' 6" FRONT AND SIDE(S)(W/ PAVERS) DO NOT EXPOSE PAVER EDGES bRAM 2x12 TRUNCATED LATEX OR EPDXY OME PAVERS W/ MODIFIED CEMENT EALED GROUT' JOINTS MORTAR LEVELING COURSE. '-O`MIN. OR FUL N f a 1. o SECTION AT CURB RAMP WITH o ALTERNATE TRUNCATED PAVERS W/DOMES cri 1 CURB RAMPS AND OTHER RAMPS t OF PARKING STALL A KEYED NOTES. PREFABRICATED WELDED CAP W/ STAINLESS STEEL SCREWS. STANDARD USDOT R7-8 SIGN (BOTH SIDES—WHERE APPLICABLE), 3 2" X 12" STEEL TUBE — PAINT ENAMEL WHITE (FILL W/ CONC.). �4 SUPPLEMENTAL SIGNS, VAN ACCESSIBLE AND/OR $—FINE AS APPLICABLE. �5 FINISHED GRADE. �s 18" DIA. CONCRETE FOOTER BELOW FROST LINE (4'-0" MIN.), ACCESSIBLE PARKING (D SIGN AND POST (FREESTANDING)3/4 1 _0 USDOT STANDARD R7-8 SIGN VANSEE NOTE BELOW CCESS:IBL A nm�lp' NOTE (R7-8 SIGN): THIS IS A STANDARD SIGN AND MAY BE ORDERED FROM ANY TRAFFIC SIGN SUPPLIER BY NUMBER. THE SIGN MUST BE SUPPLEMENTED WITH A "VAN ACCESSIBLE" SIGN AS APPLICABLE AND/OR AMOUNT OF THE FINE FOR ILLEGALLY PARKING IN THE RESERVED SPACE(S) A MUNICIPALITY MAY IMPOSE. CONFIRM WITH LOCAL REGULATIONS. ,, ACCESSIBILITY SIGNAGE STANDARD ACCESSIBLE DIMENSIONING A U.S. DEPARTMENT OF TRANSPORTATION R7-8 (RESERVED PARKING) AND SUPPLEMENTAL SIGNS AS NOTED ABOVE MUST BE MOUNTED ON A PERMANENT POST NO LOWER THAN FOUR FEET FROM THE PAVEMENT. THE POST MUST BE MOUNTED IN THE CENTER OF THE 8 FOOT WIDE ACCESSIBLE PARKING SPACE, NO MORE THAN 5 FEET FROM THE FRONT OF THE PARKING SPACE. SEE ILLUSTRATION ABOVE. NOTES: EACH ACCESSIBLE PARKING SPACE IS TO BE A MINIMUM OF 8 FEET WIDE AND HAVE A 96" MINIMUM ACCESS AISLE FOR VANS OR 60" ACCESS AISLE FOR CARS ADJACENT TO THE SPACE. THE ACCESS AISLE MAY BE ON EITHER THE DRIVER'S SIDE OR THE PASSENGER'S SIDE OF THE ACCESSIBLE SPACE. THIS APPLIES TO 45, 60, AND 90'PARKING, ACCESSIBLE PARKING SPACES ARE TO BE LOCATED AS CLOSE TO THE STORE ENTRANCE AS POSSIBLE AND SHALL BE IDENTIFIED WITH A SIGN. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH A SLOPE OF 1 1/2% (2% MAXIMUM)(EXAMPLF: 1.92 INCHES MAX. VERTICAL IN 8 FEET HORIZONTAL) OR 1:50 IN-_ALS,-DIREQTIQNS... THIS INCLUDES BOTH "RUNNING SLOPES" AND "CROSS SLOPES." EACH PARKING SPACE ACCESS AISLE MUST CONNECT TO A COMMON LEVEL WITH AN ACCESSIBLE ROUTE...I.E., EACH ACCESS AISLE NEXT TO A PARKING SPACE MUST HAVE A CURB RAMP AT THE WALGREENS STOREFRONT SIDEWALK OR BLEND TO A LEVEL WALKWAY LEADING TO THE WALGREENS ENTRANCE. 3 ACCESSIBLE PARKING --SIZE AND MARKINGS ACCESSIBLE PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE STORE ENTRANCE. THE ACCESS AISLE SHALL BE DESIGNATED WITH HIGH QUALITY YELLOW DIAGONAL SURFACE PAINT STRIPING, RAMPS MUST NOT EXTEND OUT FROM THE CURB INTO THE ACCESS AISLE OF ANY ACCESS PARKING SPACE, ADA ALLOWS TWO PARKING SPACES TO SHARE AN ACCESS AISLE. 0 2010 WIDSETH SMITH NOLTING Camburas & Theodore, Ltd. 2154 E D lW5 St, on a Td (847) 298.1525 talc (pan 29&0228 0 Li www.avbxaswwWwodurewm DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS°CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW ® NEW . m REMODELING ❑ EXISTING ❑ RELOCATION ❑ NEW SHELL. ONLY ❑ OTHERS . . . ❑ WWW WSN.USCOM ALEXANDRIA MN — ENGINEERS 1EMIDJI,MN BRAINERD. MN ARCHITECTS CROOKSTOKSTON. MN W.DSETfi GRAND FORKS. NC SMITH LAND SURVEYORS RED WING, MN MOLTING ENVIRONMENTAL SERVICES ROCHESTER. MN SIOUX FALLS. SD CERTIFICATION N, SPECIFICATION OR REPORT kT I AM A DULY LICENSED PR01 'A. CRAIG BRITTON DATE LIC No. 44228 I CONSULTANT PROJECT NO. 10081R0004.000 I SEMPER DEVELOPMENT I LTD. PROPERTY N OWNER. ARCHITECT. CIVIL ENGINEER: LAND SURVEYOR SEMPER DEVELOPMENT LTD, 80 SOUTH EIGHTH STREET IDS CENTER, SUITE 1275 MINNEAPOLIS, MN 55402 CONTACT: JOHN KOHLER PH: (612) 332--1500 CAMBURAS AND THEODORE LTD 2454 E. DEMPSTER ST. DES PLAINES, IL 60016 CONTACT. JOHN BRADSHAW PH: (847) 298-1525 WIDSETH SMITH NOLTING 6301 BANDEL ROAD NW, SUITE 301 ROCHESTER, MN 55901-8798 CONTACT: JESSE PRESTON PH: (507) 206-2131 CORNERSTONE LAND SURVEYING, INC. 200 EAST CHESTNUT STREET SUITE #6100 STILLWATER, MN 55082 CONTACT: DAN THURMES PH: (651) 275-8969 1 04/30/10 SITE DEVELOPMENT REVIEW NO. DATE DESCRIPTION STORE # 13938 PROJECT NAME WALGREENS STORE PINE STREET & BROADWAY STREET EAST MONTICELLO, MN DRAWING TITLE CIVIL SECTIONS AND DETAILS CADD PLOT: SCALE:AS SHOWN DRAWING NO. C -DT -1008R0004 DRAWN BY: nenv VOID PLOT: — C4.3 DATE: .04/22/10 SUPERSEDES PLAN DATED: REVIEWED BY: JPP OF DWGS. I ADJOINING SLOPE = Y: X I SLOPE SHALL X WHERE X IS A NOT EXCEED LEVEL PLANE 0 ��0 OPO ��Y 1:20 WALK STREET o o° o0 000 / 0000 MEASUREMENT OF CURB RAMP SLOPE ;:; — NOTE: ACCESSIBLE RAMPS .�. AND CURB RAMPS WHERE POURING OF A SEPARATE INTEGRALLY COLORED PEDESTRIAN INTEGRALLY COLORED CONCRETE IS REQUIRED, RED CONCRETE ON INSTALL SHEAR DOWELS WALK DETECTABLE WARNING 2'-0" O.C. AND KEYWAYS SEE SIDE FLARERAMPS SURFACE TO PREVENT HEAVING OF W/ ADJACENT - SIDEWALK OR CONC. NOTE BELOW ADA IN• SURFACE. a vvri• I :xx3'Z:.� CURB RAMP PLAN OF DETECTABLE "X" IS 60" MIN. AT AN OUT SWING WARNING SURFACE DOOR WITH A SLOPE OF 1:50 (27.) VARIES PER MANUF, _ MAXIMUM. LEVEL SURFACE IS iv PREFERRED. 7........,.:7....1 04 SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM --,,- .;::, .,• ABOVE). SIDE FLARES SHALL HAVE A MAXIMUM SLOPE OF 1:10 (107.). WHERE "X" 2.35` (TYP.) IS LESS THAN 48", SIDE FLARE SLOPE SHALL BE 1:12 (8.33%) MAXIMUM. WHERE "X" r , IS LESS THAN 36", WALGREENS PREFERS THE "IN—LINE" RAMP SHOWN BELOW. SECTION OF "DOME STAMP" 2 35* PATTERN IN SURFACE 2.35" 0 2% MAX.)20.2"H. 0 0 a ul �{ e 0 N, 0 V PLAN 0 t7 (V N 2 35" 2 35` 1� 0 _x1:12 (8.339x) MAX. TRIANGULAR PATTERN SQUARE PATTERN ELEVATION 'SLOPE < 5% = WALK (EITHER PATTERN IS ACCEPTABLE) (NOT RAMP), "IN—LINE" RAMP PLAN OF "DOME STAMP" PATTERN IN SURFACE. NOTES: A CURB RAMP(S) MUST BE PROVIDED ALONG CURB RAMPS MUST HAVE A DETECTABLE WARNING FEATURE EXTENDING AN ACCESSIBLE PATH FROM THE PARKING LOT TO THE FULL WIDTH AND DEPTH OF THE RAMP (MID—WALK "IN—LINE" WALGREENS CURBED SIDEWALK, RAMPS ONLY NEED DETECTABLE WARNINGS AT WALK/PARKING TRANSITION). THE DETECTABLE SURFACE MUST CONSIST OF RAISED A CURB RAMP(S) MUST ALSO BE PROVIDED IN THE TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0-9 INCHES, A PARKING LOT AT ALL INTERMEDIATE AND PERIMETER HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER—TO CENTER SPACING CURBS ALONG THE ACCESSIBLE ROUTE CONNECTING TO OF NOMINAL 2.35 INCHES. THE TEXTURE OF THE DETECTABLE WARNING PUBLIC SIDEWALKS. FEATURE MUST CONTRAST WITH THE SURROUNDING SURFACES (EITHER LIGHT—ON—DARK OR DARK—ON—LIGHT). SEE ABOVE. A RAMP IS ANY SLOPE GREATER THAN 1:20 (5%) AND ACCEPTABLE PAVER MANUFACTURERS: SHALL HAVE A MAXIMUM SLOPE OF 1:12 (8.33%). THE —HANOVER ARCHITECTURAL PRODUCTS, DETECTABLE WARNING PAVERS, MAXIMUM SLOPE IS 1" OF RISE PER FOOT OF www.hanoverpovers.com/html/detectable.html DISTANCE TRAVELED. ALL DETECTABLE WARNING AREAS -TekWayTM - DETECTABLE WARNING SYSTEM OF THE RAMP ARE TO HAVE AN INTEGRAL RED COLOR. www.stronggo.com/ourproducts.html -NuWay, CAST IN TACT, DETECTABLE WARNING PAVERS THE CLEAR WIDTH OF ANY RAMP IS A MINIMUM OF www.nuwayinc.com/CAST-IN-TACT-1•pdf 36", 6 ,a LOCAL JURISDICTION CURB RAMPS HAVE A MAXIMUM RISE OF 6" AND DO THERE ARE LOCAL JURISDICTIONS THAT SPECIFICALLY NOT REQUIRE HANDRAILS. REQUIRE DETECTIBLE WARNINGS ON THE SIDE FLARES ANY RAMP WITH GREATER THAN A 6" RISE SHALL OR TOP OF RAMP (CA.). THERE ARE LOCAL HAVE HANDRAILS ON BOTH SIDES AND CURBED EDGE JURISDICTIONS THAT HAVE REDEFINED DETECTIBLE PROTECTION ON BOTH SIDES. EDGE PROTECTION WARNINGS (e.g. EXPOSED CONTRASTING COLOR CONSISTS OF CURBS, WALLS, RAILINGS, OR AGGREGATE, GROOVES IN A PARALLEL OR DIAMOND PROJECTING SURFACES THAT PREVENT PEOPLE FROM PATTERN ETC.). ACCESSIBILITY GUIDELINES DEFINED BY SLIPPING OFF THE RAMP, HANDRAIL DETAILS SHALL LOCAL ORDINANCE SHOULD SUPERSEDE WHEN MORE FOLLOW ACCESSIBLE GUIDELINES. STRINGENT THAN ADAAG. IN THE ABSENCE OF A -� DEFINITION, FOLLOW ADAAG. 4' 6" FRONT AND SIDE(S)(W/ PAVERS) DO NOT EXPOSE PAVER EDGES bRAM 2x12 TRUNCATED LATEX OR EPDXY OME PAVERS W/ MODIFIED CEMENT EALED GROUT' JOINTS MORTAR LEVELING COURSE. '-O`MIN. OR FUL N f a 1. o SECTION AT CURB RAMP WITH o ALTERNATE TRUNCATED PAVERS W/DOMES cri 1 CURB RAMPS AND OTHER RAMPS t OF PARKING STALL A KEYED NOTES. PREFABRICATED WELDED CAP W/ STAINLESS STEEL SCREWS. STANDARD USDOT R7-8 SIGN (BOTH SIDES—WHERE APPLICABLE), 3 2" X 12" STEEL TUBE — PAINT ENAMEL WHITE (FILL W/ CONC.). �4 SUPPLEMENTAL SIGNS, VAN ACCESSIBLE AND/OR $—FINE AS APPLICABLE. �5 FINISHED GRADE. �s 18" DIA. CONCRETE FOOTER BELOW FROST LINE (4'-0" MIN.), ACCESSIBLE PARKING (D SIGN AND POST (FREESTANDING)3/4 1 _0 USDOT STANDARD R7-8 SIGN VANSEE NOTE BELOW CCESS:IBL A nm�lp' NOTE (R7-8 SIGN): THIS IS A STANDARD SIGN AND MAY BE ORDERED FROM ANY TRAFFIC SIGN SUPPLIER BY NUMBER. THE SIGN MUST BE SUPPLEMENTED WITH A "VAN ACCESSIBLE" SIGN AS APPLICABLE AND/OR AMOUNT OF THE FINE FOR ILLEGALLY PARKING IN THE RESERVED SPACE(S) A MUNICIPALITY MAY IMPOSE. CONFIRM WITH LOCAL REGULATIONS. ,, ACCESSIBILITY SIGNAGE STANDARD ACCESSIBLE DIMENSIONING A U.S. DEPARTMENT OF TRANSPORTATION R7-8 (RESERVED PARKING) AND SUPPLEMENTAL SIGNS AS NOTED ABOVE MUST BE MOUNTED ON A PERMANENT POST NO LOWER THAN FOUR FEET FROM THE PAVEMENT. THE POST MUST BE MOUNTED IN THE CENTER OF THE 8 FOOT WIDE ACCESSIBLE PARKING SPACE, NO MORE THAN 5 FEET FROM THE FRONT OF THE PARKING SPACE. SEE ILLUSTRATION ABOVE. NOTES: EACH ACCESSIBLE PARKING SPACE IS TO BE A MINIMUM OF 8 FEET WIDE AND HAVE A 96" MINIMUM ACCESS AISLE FOR VANS OR 60" ACCESS AISLE FOR CARS ADJACENT TO THE SPACE. THE ACCESS AISLE MAY BE ON EITHER THE DRIVER'S SIDE OR THE PASSENGER'S SIDE OF THE ACCESSIBLE SPACE. THIS APPLIES TO 45, 60, AND 90'PARKING, ACCESSIBLE PARKING SPACES ARE TO BE LOCATED AS CLOSE TO THE STORE ENTRANCE AS POSSIBLE AND SHALL BE IDENTIFIED WITH A SIGN. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH A SLOPE OF 1 1/2% (2% MAXIMUM)(EXAMPLF: 1.92 INCHES MAX. VERTICAL IN 8 FEET HORIZONTAL) OR 1:50 IN-_ALS,-DIREQTIQNS... THIS INCLUDES BOTH "RUNNING SLOPES" AND "CROSS SLOPES." EACH PARKING SPACE ACCESS AISLE MUST CONNECT TO A COMMON LEVEL WITH AN ACCESSIBLE ROUTE...I.E., EACH ACCESS AISLE NEXT TO A PARKING SPACE MUST HAVE A CURB RAMP AT THE WALGREENS STOREFRONT SIDEWALK OR BLEND TO A LEVEL WALKWAY LEADING TO THE WALGREENS ENTRANCE. 3 ACCESSIBLE PARKING --SIZE AND MARKINGS ACCESSIBLE PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE STORE ENTRANCE. THE ACCESS AISLE SHALL BE DESIGNATED WITH HIGH QUALITY YELLOW DIAGONAL SURFACE PAINT STRIPING, RAMPS MUST NOT EXTEND OUT FROM THE CURB INTO THE ACCESS AISLE OF ANY ACCESS PARKING SPACE, ADA ALLOWS TWO PARKING SPACES TO SHARE AN ACCESS AISLE. 0 2010 WIDSETH SMITH NOLTING Camburas & Theodore, Ltd. 2154 E D lW5 St, on a Td (847) 298.1525 talc (pan 29&0228 0 Li www.avbxaswwWwodurewm DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS°CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW ® NEW . m REMODELING ❑ EXISTING ❑ RELOCATION ❑ NEW SHELL. ONLY ❑ OTHERS . . . ❑ WWW WSN.USCOM ALEXANDRIA MN — ENGINEERS 1EMIDJI,MN BRAINERD. MN ARCHITECTS CROOKSTOKSTON. MN W.DSETfi GRAND FORKS. NC SMITH LAND SURVEYORS RED WING, MN MOLTING ENVIRONMENTAL SERVICES ROCHESTER. MN SIOUX FALLS. SD CERTIFICATION N, SPECIFICATION OR REPORT kT I AM A DULY LICENSED PR01 'A. CRAIG BRITTON DATE LIC No. 44228 I CONSULTANT PROJECT NO. 10081R0004.000 I SEMPER DEVELOPMENT I LTD. PROPERTY N OWNER. ARCHITECT. CIVIL ENGINEER: LAND SURVEYOR SEMPER DEVELOPMENT LTD, 80 SOUTH EIGHTH STREET IDS CENTER, SUITE 1275 MINNEAPOLIS, MN 55402 CONTACT: JOHN KOHLER PH: (612) 332--1500 CAMBURAS AND THEODORE LTD 2454 E. DEMPSTER ST. DES PLAINES, IL 60016 CONTACT. JOHN BRADSHAW PH: (847) 298-1525 WIDSETH SMITH NOLTING 6301 BANDEL ROAD NW, SUITE 301 ROCHESTER, MN 55901-8798 CONTACT: JESSE PRESTON PH: (507) 206-2131 CORNERSTONE LAND SURVEYING, INC. 200 EAST CHESTNUT STREET SUITE #6100 STILLWATER, MN 55082 CONTACT: DAN THURMES PH: (651) 275-8969 1 04/30/10 SITE DEVELOPMENT REVIEW NO. DATE DESCRIPTION STORE # 13938 PROJECT NAME WALGREENS STORE PINE STREET & BROADWAY STREET EAST MONTICELLO, MN DRAWING TITLE CIVIL SECTIONS AND DETAILS CADD PLOT: SCALE:AS SHOWN DRAWING NO. C -DT -1008R0004 DRAWN BY: nenv VOID PLOT: — C4.3 DATE: .04/22/10 SUPERSEDES PLAN DATED: REVIEWED BY: JPP OF DWGS. . . .� I - 1 I , � � .... ;:;;;;� - _ -_::,_,_, -1 -1 - � T - - - - -V r \y-_ �\ \ - ,,N ■ I I I I I I I I I . - _----- - _-"- .._._- ..__.- i _ i _r .._ _...__.,_ -- - -- - - -- ---- - L -_ .._. . �� \N \ \ \ r N, \ /\ i \ \%(_ i - I : \ \ r \' \ \ r \ r \ r \ \ r \ i 1 \/ UGE I I _;' -'i , \ /\ �/ /\ \' /\ \'- \ \ \/ ,\r\\ �/� \ _ , /\ \/ /\ \/\ \ \/\ I �_ (PUB��\:\ B �IvN�)v AD) -- ----- — -- i _ -�s I I PROTECT CONTROL - \ i - .' _ - r\ ��\�- \\ \ \< _ I \ \ \N --- _ _ _ _`j�' I /�L/Y\ \ \/["__ I _ _. _._. -. ___._ _ ; , i BOX I \ \ %\ / \ /\ r\ /\ \ I__t�\` .__�_I-_- _ . _;, PROTECT (- I I " - �� ��-�/N� \\\ � \r I \ \ _. r\ �= r\-� \ '%\ -/� - - --_ _._ — -= ---- I. , �'..— — — -- "".� ,\i SIGNAL ,=1-- _. I -'PROTECT _ POLE :_- :R . _ -- --- - - I WATER -- - MOVE r :- \/\,\/\ \r /\ \ F. E I I \ \ \ \ \ .. , .. , . _ / r r r\ r r\ \ \ ! VALVE I ! WALL \' \ - / / / / / \ / , i ' , 19 .; . � i - I i I .! \ \' \ \''\ \' \' s\ I- \- N\ \- - .-N\ \/ \I ii - I - I \ i REMOVE NREM VE / - CONCRETE LIG \/ ��- ��'�\ \'N ��- \ �� �� �� NI _I 1 ._ ,I PROTECT , l\' .\' /\ _\\ ' - \ .\ \ \ /\ i\ I j r Ii1 CONTROL h \ \�\ ��� -\ aw \' �� \'\� �� �� I f / i r / I1 �'Ii \ � , ` \ �;.. /\ 'NN \ , -/\ \'N\ \rI\ \' IN \ N - _ ----•--.-."PROTECT \ I i �\ \\ \/ /\- 'N\''N\/'\\' I I REMOVE SEWER , ERVICE TO PROPERTY r i \ LINE AND PLUG. \ \' �\' %� \'%\\'� \ - 1 %\ %\ ,\ -\ �- Ni N, /\ I " 11\ \ \ \ \ \ \ - \ - I I 11 I ( - �11. \ \ '/\ \'�\ \''\ \ \' ',, \.\,\\-\'\�\-\r\-\ �\ "N/ _. ! REMOVE ALL EXISTING SITE IMPROVEMENTS \ \ ' \- \ \ ' \ RE . T r I a ' c \ : \' \ \ , / \ � � / \ • \ / \_ / , \- MOVE ALL EXlS . IN.� SITE .M. ROVEMENTS � \ / i � r i � ;•I i I ( _ ^ i I \ r\\ - \ r\\ r\\r,- : I -\-\r - , \' /\ \� r\ \r . , \- j\ \/\\ , li ; 11 I. ,. \ ` . II \ I \ \\ `\ \ ' \\ �\ \.- /\\/ / N\/ - \/ /\ \/ /\c\r'\ N. I; ''. I II jl I ` \\ /N\ \\\ / �\ /N\ .- \-'-\ r\ \- REMOVE - \ \- /\ / /\ , i REMOVE 1 \ /\ 'N\ '\\ f�, 'i r\ \'rBITUMINOUS\ \'r\ \'\\ \ (I "� _ I = - II MERCIAL �\ \ IN \- �� �,� %,r'\- \- _ 1:i %t-�' %\\' \'% /\' % ��� \� ; ' (s` I COM t /\ \ \ \ \ I .1- � 1 I BUILDING \,\ \ -\-\ \ \ /\ /\ ' /\ 'r\ '\\ \\ . �\ /N , � I' „ ;,I i I \' - \` - \ ' / I \ /\ /\ /\ \ r\ /\ .\ _ r r r r\ \ \ \ \ \ \ --I / / / t / RE \ \ \ MOVE \ I OVE RH y i' EAD / / \ / v -,\ \ 1 i_ JJ \ \ I r -._ I , ' ELECTRIC SERVICE. \ \ \ \- /\ / \ / \ r�. ` / \ / \ / \ v- -_ __ . _ COORDINATE WITH I _- __-- UTILITY COMPANY.. - ,._.._ .. r- - !I 1 \ \ REMOVE \\ N\- \/N\ �' N \ \,.0 �\ �`-' N�'-' -A' % \ Ni- I - �N ! i -` ,1 \ \ / / / / r�- /\ /\ i� , I I , ` ; \ METER \-\,- \ IN� \,'\" \/\r \/\r \/\/ \/ r`� r\ r\ /\r r r\- I -r r \ 11 ' , \- /\'' /\ \ r," / /\' ./\' /�. \ r\ \r\ r\. I REMOVE ' \ i /\ \ , \ \ - , \ ' \ y i\ /1 - \ y\ ' \ ' \ �\�_ i i, /, j '' ( WALL REMOVE \ \\ �.. \�\\ \/ 1 \ \ \\ \\ �N,I.\\/ N\/ / N\/\ N �`` I LANDSCAPING \ ' .. \ REMOVE �\� ' I-\- \\ �_ \ \ �- : \\ �- - \: " - I N \ /\% - I N �- I1. �. • \ \ r \ \ \ ' I i;. 1`\\�,� \� ti CONCRETE : /\ f;i\ \\ \ \ \� /\r\ \ \-\ \\r\ \\r \�\ \\r\ \ - ��+ - `\`\ \\\ REM VE-'\\/\ \.\N\! \/\\ \'\\ \'\\/\\' /\\''\\'r I;' .� !I} _ I 1 LIG% %\\` I\\- -N \ r\\ \r\\r r\\/ r\\r �\\r\\\r\\ / '„ I 1;1 _ \� ;'\\� NN\'\\�'\' \ \' \'r\ \/'\-\ \-\ \', �' \`� �� �: , , i { _ \ /\ .\- RELOCATETELE - \ _ / ' / I II` I fir\\\'NN.\'NN '\\ �\ :\ \/N\ -t c ��\\ \ \\� \ IN\'\\'\ \ Ni, �\ ��\\ �8 WI OUTI�ITYTE- \' \\ -r\\ ! - - \ \ \, / -- = \'\\ \'N\ \/\\ %\\'N\�'' \'\N� REMOVE \ ���\� \/ \�\\ �'\ \ \'\ \ \' ' \�'\ \ f _ ! _ . I ; \: N\ /\\ \/\\ \'N\ ,\ \- \,\ \-\ \-LANDSCAPING' \ \, / / \-'\\/ �\\/ I \/\ / `COMPANY. / �\ _ - - - �� _ I -1 I \ \/ /\/ / r\ / /\/ Ni- /\/ /\ \/ \f �\ \�\ RI `,,=' \ �\ \ \'1 '\ \'\\\' ' Ni� \' �� -\.— IN \\'\ \\ -:: r ! --i ' , .,_ t_ T Ii I I - -- r \\ \\ /\ \ r\ \ /\ /\ \: i\ \, 1 N, .I- \ �. \ � --\\ / N .' N\ I \ \ \ ! \ \ /\ \ \ - -, PROTECT - \ \r\. \ r\ \/ /\ r\ /\ ' �\ - '.�. \ �a \ /\ /\ \ I. \ \ \.\ :\ r N / Ni-\ / /\ r ,�. CONTROL1y 1 \ \' --\ \' r\ ' i\ ' .\ '\\ /N\ /N ;�' \ / ,\ \ \: ! , \ \ - ' /\ \' /\ ' N I ! BOX -�'�_� \ r ..\ /N\ I` "N /N\ /N\ /\ \ / .\ \' -\ \r\ \-; i�\ -,\REMOVE /_. / /\ r \ r\ \ -\\-\/ '\ \ '\ \ '\ \ /\ \ '\ \ '\ \''\ \' ' /y�, ' /\ \ \\ /\' /\ CB / /\ / �\ /\ \ /\ \ \ \' IN s \ \ f ' ' '\\.\�\\ \�\'i\. \r�.\� !�.\ �iN\ ^ - ,\/ r\\r rN\ \ \ ;i\ -j ;,. �%\' 'N\r'\\y �rN\ \'N\r\--\ice \'N\ r /\ \ \i \! - \y\. }�., \'\ C �. \. \. :�:, i\ \ \r\ \ r r\ \ \ \-' i\ \-\ r\ ' i\. i \ r�; \ � \_ y \ i i I\ \- N\'N\\'N\\'� REMOVE N� \'�\ \' \fir\'\ \' N\ \' \ \' '\ \ \�'\\ \/ \\ /\\ \ \ \\�\\/ \ j \ lz I ,\il N\ N \\/\\\\N\ \NN\ \ LIGHT �� \ �� \ �\ N\ ��\' �\;\�� \ ../�l ��� .i N, �' ���� �\ �` t `\ \ �\\ \ \ r\ / /\ r _ I, ' \'\� \;\� : REMOVE \ N'N\ \ N\ \'N\ f'\�C \�- N\� \ ��'\' \ \' \NN"ti \�'`N =� N� �r\� �r-`\\N�rNN� \ `- `� Ii \ - \ \ , , \ \ / \ / LANDSCAPING \ - \ / \ \'' \ \ , / \ / \ . \ I L: 1, \; I it } .\ \\/ \ \ \\. \ \\ /\'\ 'N \.., ,j 1;\ :l , / ,I /\ \/ \ N\ \ '/�\ N\;� •/\ i �\ /\ I\ I,\ \ �\\ \ \ \N .. I \ / \ /\ /\' /\ 1-< �1 \ \ / \ \ r / / /\ \ r\ �\ --\ r ri \ - \ -REMOVE \ \ f f \ \ \ \ REMOVE \ NN\ SIGN -\'\ \\' \\ \' / / \/N N\\- N \. \ , /\ I , /\-\� \\ \/I /N \ ,. N\ \/\ . \ N / %\,,I\ C8 1 -. I \ \ / ; /\ \ , /\. /\ /\ \ \ REMOVE \ \ r\ /,\ /\ \ , II 1' ` �� \\/ REMOVE /.\*\'N\ \'�= /\' /\ �- /N\'\N\ / BITUMINOUSI , \/\\ /\\ \ \ \ \ N 'N\..\'%N, - 0 1 . I I . y�� 4\\\� \ / �\ i\/ \ \.. /\ \. --\-\r r\ \r /\- r\I\ /\ \ r\ \ -\ \ r\ r\ / /\ I \/ �\ \; r I Ir `- I _ r\ \ ��, �R \'\\ \'\\ '\\ r\ V/N\''\�!\\'/\\' _ - - - _ _ '/ y\ >1 . - I i I I 1__ I I I \• `:^.� - - \r r Ni -r /N\' \\- \� N\' - I\ Ni - /\\'N\ \r\ ., '\\� - e\'\ I I - i i 'i I I I i �\�T\`�h, / \r NN��', � \\�N\ \ \ \f\'\,I� \ �r\\ �\'\\'% 'n , - - - \\ '\ \ 'N' I - - -.. __ _.`- I1 ! I I / \ /N\ „\ /./� / /\ / / / /\ / �\ r r\ /\ \ __11 ' ti',\ \\.; ,., ,REMOVE -,\',' ',-\ .-.��.. \._ ,'� \ 1S-�'�" il'-- .._ �, _: 7 -_ 1 I \/ /\ \ - - i\ ' N\ i\ �\\ /\\ ' - ' \\ I \/ /\ r \/ /\\ N� ,,INN\ A \ /� \ /\\ '\ ' \\ \ CB \\ % / ' / /\ \ /'/� \ ' - i i ! I ` \r /\ \A \. \ 'N\ '\\ \/\ N 'f<k, \\� RELOCATE :I I I.i I I i - \r\ \ ��\ \r\ r / �\ r \�\/ \� , I \ \- r\/N \ \ ` / - r\- r\'N\\. \ ,OVERHEAD ELECTRIC. I -- { \ \ / \ \ : r \' F \ \ \ \ r\ � \ \ \ ' RELOCATE TELE . \ - \ \ r \ C00 (NATE WITH 1 1 { I ' �\ \' /\ \/ /\ \/ _ \ � r\ \- t \ �\ \ \ �'\' \\\' BOX. COORDINATE / \' / 'N\/ / N / I I- \ \ \ in- / / \ \ \ \ \ I I L .\'NN\'NN\'N\` \� �-\\\ �q N\ \/ \\ `r\�\/ N\ \ WITH UTILITY �: \ \�\ - �\/\\\/�.\ UTI LI COMPANY. I j - 'I 1I I ; '\\ N\ ' N\ ' \\ '�\\ '\ \.. i \'r\' i\ \ /\ \/ COMPANY. /N \ /\\ ' N\ I. Cf\\11 1 -, I - - Iii r\ \/�'I /\\ /\.\ '\\. �'\\ �N\/.,�\ \ /N\''\\''\ \ �\ \'�\ '\\ /N\ /\\ / /\ l - 11. I I , \.' '\ \''\ \''\Ni_ \ N \_ .I\ r� �. ' ;\ /N\ 'N /\ r /\11:1 \ - \ \ \ \ {\ \ ,) : I `C-\ \- /\ \ \ \ \/ N N\/\ %\/\ N\ \i\�\N\�N ; moi\\/\ \ .. - \ y' /\'. \i/ /\ / \ r \ -.<�. \ I �+ � t "i - �- /\\'-/ \/.-\ \ \ , \. \'\-\ \-\\ ,\r\\ \-\,\- \r\\ \r\ Y;�'!'' 1 -T- i i -'\-IN I - �\-\'-\\'\\\' %REMOVE -N\ \N\= NN\'\-\ ��\\ N\ II - I i I I ;;-'\ �\-\' \\ \'\\ ' CB , / N\ /N\- /\�� y\\' REMOVE ,I METER ; 11 N\ \'\\-\'\\ \' N\ \'NCS'\\/ ri N, 1.`' �\\''\\- �� \rN \ \11 , ^f / , i I I ( r ' \V, r\\' /N\' /N\' /\ \- \ \' N -\-\ •-N\ \ \ \ \ \ \ ' \ ' \ \ '\ \ N\ V \ \ ` \ \ rj I \/\ -" \'' \\ '-\ :' /\ \''\!'N\ \ N\' 1 Ni -- \\ \ \ " r ( I\- \ ' \ / is / r\ - i\ F ' /\ \ \ I 1 \ i \r / /\ \ ,�\ \ /\ \ \ \ \,- 'L'\ \ i z1zI II r:} • �N\\ \\'� N\'''N\\/\\\iN / \ i� �N%:\r %�r\�. \ /I i I 11 \ / \ /\ \ r\ \ /\ \ /! .\ , \ � /\ /\ / I v I /� ' ,, /\ \i .\'\/ r\ \r .1 �: rN\rNN� :� \ v ,\ \ ;i\ \r\\ ` \ r,,` \ p \ % \ \ / N \ \ / \ \.. / \ \ - \ / \ \' \ \' \ REMOVE ALL EXISTING SITE IMPROVEMENTS . i i I �! / \ \ Ni- \ / \ � %; \ /\,\. /\ REMOVE \ \ \ , �\ \�\ \ ,\ \- \ \ y\ r\ \ r\.. FENCE \ \ �I I : I \ \\/�-\ \/\ \ \- - 1 \- I ' /\ i \ / /\ \.<. \- \/ N\' ,l Ir ./ 'N 'N i N\ \\ \ \ \ \ I Ii \ / \ / \ \/ \ \/ \,\,-\,-, \ Ni- \ r\ i\' \ \ \ j it \ /\ \' /\ ' /\ ' \-\ /' / ' /\ �\\ - \ 1! .\ \ 1- _..I I. I I I Q _ /\ \' _\ \/ /\ \-\ ' \ ' \ /\ '\\ '\\ \1r\ \ ' l ` ?IL.' • /+ - \''N\''\\- - REMOVE \/ ,\ \r-\ \'N-\-' \ \ I i (i I I II � I I \\ \i \\ \rN\rNt CB ` \ \ I v I. 1\r!\4--\_' \ �- \ ,'� I I I H - I \ \/ -- \ \ \- \ \- \ F' N;A \/N\ \ \ �^t \ \'\\ \'\\ \'\ , \ � ''j I I I ; m {!' I _ \r : \r r\ \r r\ \/ �\ >,r,\ / r\ /,/\ .'\— 11\ i\ / /\ _ \ \ I I, i I \ '\ \ \ \ '\ \'r\ \''� ''�'\\ 'N\ '\\ rN REMOVE , "! I - I U 1 ,` / \ / \ / / / /1 -/\ /\- r\ r\ - I if ` '' 'N\r\ %\/\ REMOVE\"NN\ �N-, � � \/NDN\\�=N\�r\ COMMERCIAL \ ,i m N\r'�\� 'NA-N\N,'Na \-N\ � \-\,\- \-' ` ` BUILDING \ i lI� N. \BITUMINOUS \ \pdo\/ / /\ \ , I /\ - /\ - /\ ' /\ - \. , , \ \' j\' r T�/ r\ \' /\ Ni- \ \ jI 11-1 a ii I\ \rN\ \i I\ \- N\ \/N\ rN\ , \ r\ \ y\ \r r\ \r r\ \ , I i'I �11'- I li iA .V/ �A V/\ Ni.,\ V/V'V-,.;\V'V/ \-\ ' y...XV' /NV- rNV- /A V ' 'i II' i t II r\ \ N'\ \ �'\ \ �'\--\, �. ` \ /\-\ �'N\ �r\\ �- `�- '' [� I I F' \\ \` \REMOVE ALL EXISTING SITE IMPROVEMENTS \ \ � \ \ ` ' \ " \ \ "' 1 i \ \ \ \ \ /\ \ /\.-rte\ '/\ l \ \ /'I I 1i ` rN\' r\ k' r\ r\\ , r\ -r _ rN\ r\.\ ri1 rN\ rN\ \ : - (( i \ \ \r\ \ A N, \ fir\ \REMOVE\ \ \ bra\'\\ \il/\ \/\\ \rN I `� I�I I �' •\C �'\� \/\' LIGHT-\�� �r\-�rN�'N\�'\\ REMOVE FF r . \' \-tC \ ' \ \' r \- \' - \- \ / - \ N\ -.I',-\'-'\ ' N \ ' \ \ TO PROPERTY LINE AND / It I '- Ez '. - ,.\ V' / N - -'-\ ' / ,\ ' / v ' \ v .,A A v v Ni v \ v PLUG. CLOSE CURB STOP. , v i I ' \\'N\ \riN\ ,- \ \ \ \ -\ \' 1 \ �, \ \' ° \ \ I I' I \\/\ \ \ \/\ \ /REMOVE r'\ � I`\j"k1� 'kT--4,,��. ' ; i \ \ \' ' i \ , ` \� \FENCE , \ \ \ REMOVE SEWER I ' \ \/\ \ �\\ _ ,~ '\\'\' �\'\' I ERVICETOPROPERTY ' \ ;, (i - i - - ' i ` ' \ r REMOVE ' \ �' \ \ �' \ \ � - \ LINE AND PLUG, \ I E - _ i I - , REMOVE ' \, NUWDSCAPING N , \ \N \ v \' \ � � \ . ((,�-� �, REMOVE \ 1 I 11 / �\ �\ /\\ /\\ ,\\ �\ ;f1 �' , . ;f CONC. BENCH / . r l I ; _ CONCRETE a r\ \ /\ \ r\ \'\ \ \ ' _ '�_ � '_, _ _._ - , 1 - -- - - - , ! 11 l;+' PAVERS �' /\r �V - — J _ - : r _ - i II - -, _ - , ,, , Tr _ ._ _. �- , i NN'I11il, 1 }v J EMOVE NCRETE x",, -, - :_ __ _ _. . _:_. r - -_ - -- .__ _ - - — - - -1 11 —p l - -- _ - - - _,� « ,» x --_ _ _ - (r- I _ / { I c, ; I I--- - - I { I I' _ 11 REMOVE L' i -- - —I T r-. - I _ I —�_ I ; '_ -_r; a . Lv, �'- I=-- I-- - - I FENCE . — _-._.—._--- -_---�---- -- 1 _ — - ----- -- - - - i — - -- - - - _ _ _ _ ' --- - — -- -- ---- - — - --- -- ----- --- --- —------- - --- -- — — - - - _ `� �� BRDA WA YSI�REET EAST - COUNTY HIGH , r Y r! 1 „ _ , y,,— -- ' ________ ___.____ 1 (PUBLIC BITUMINOUS ROAD) y -- --_ , 1 r, I r I I - _ - _ -- — — _ ___ _ .. _ — - __ : — ___-_ _� _ I I I - - - - - -- _._. . _ -_ _ - �.. . '-- _ ' - - . lir 1.'1 E - 11' , I- - 1 -", - 1] I1 - -- - THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATION FOR CONSTRUCTION: AS AMENDED BY THE SPECIAL PROVISIONS - SP 2005 BOOK DATED JUNE 30, 2006 WITH THE LATEST REVISIONS OF JANUARY 12, 2010, & THE 1999 EDITION OF THE "STANDARD UTILITIES SPECIFICATIONS" AS PER THE CITY ENGINEER'S ASSOCIATION OF MINNESOTA SHALL GOVERN. BUILDING REMOVAL: 1. THE PROVISIONS OF Mn/DOT 2103 ARE MODIFIED AS FOLLOWS: 2. THIS WORK CONSISTS OF REMOVING FROM THE PROJECT AREA THOSE BUILDINGS THAT HAVE BEEN VACATED AND ARE NOT CONSIDERED TO HAVE SALVAGE VALUE AS BUILDINGS. 3. THE PROVISIONS OF Mn/DOT 2103.3E ARE MODIFIED AS FOLLOWS: 4. THE CONTRACTOR SHALL FILL THE EXCAVATION TO THE LEVEL OF THE EXISTING GROUND SURFACE USING GRANULAR MATERIAL. THE ENGINEER WILL REQUIRE 100% COMPACTION ACCORDING TO THE STANDARD PROCTOR TEST ON ALL FILL MATERIAL. GENERAL REMOVAL NOTES: 1. THE CONTRACTOR IS CAUTIONED THAT "THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL "D". THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02 TITLEDu "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD) 2. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S S BENEFIT, THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON-SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. 3. PRIOR TO COMMENCEMENT OF DEMOLITION OPERATIONS, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 4. THE CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE BEST PRACTICES AND APPROVED BY THE CONSTRUCTION MANAGER, 5. CARE MUST BE TAKEN DURING CONSTRUCTION AND EXCAVATION TO PROTECT ANY SURVEY MONUMENTS AND/OR PROPERTY IRONS. 6. THE CONTRACTOR IS TO PROTECT FEATURES THAT ARE TO REMAIN ON THE SITE. SHOULD THERE BE DAMAGE DONE TO SAID FEATURES THE CONTRACTOR SHALL REPAIR OR REPLACE THESE ITEMS AT THEIR OWN EXPENSE. 7. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE HIS/HER REMOVAL OPERATIONS OF ALL UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO THE COMMENCEMENT OF WORK. 8. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL ITEMS WITHIN THE PROJECT AREA SHOWN ON THE REMOVAL SHEET. THIS INCLUDES THE REMOVAL OF ALL UTILITIES NOT REMOVED BY THE RESPECTIVE UTILITY COMPANIES. 9. REMOVING PAVEMENT AND MISCELLANEOUS STRUCTURES SHALL BE PERFORMED IN ACCORDANCE WITH THE PROVISIONS OF Mn/DOT 2104 AND THE FOLLOWING. A) ALL SANITARY SEWER PIPE, STORM SEWER PIPE, AND WATER MAIN PIPE SHALL BE SAW CUT (IF NECESSARY) AND COMPLETELY REMOVED AS SHOWN ON THE PLANS. ANY PORTION OF THE REMAINING PIPE THAT ACTS AS AN OPEN CONDUIT SHALL BE BULK HEADED BY THE CONTRACTOR, B) ALL EXISTING WATER SERVICES SHOWN ON THE PLAN ARE APPROXIMATE AND SHALL BE LOCATED IN THE FIELD. EXISTING WATER SERVICES SHALL BE REMOVED TO THE RIGHT OF WAY AND PLUGGED WITH A WATERTIGHT CAP, C) ANY EXISTING SANITARY SEWER SERVICES SHOWN ON THE PLAN ARE APPROXIMATE AND ALL SERVICES SHALL BE LOCATED IN THE FIELD. EXISTING SANITARY SEWER SERVICES SHALL BE REMOVED TO THE RIGHT OF WAY AND PLUGGED WITH A WATERTIGHT CAP. D) ALL VOID AREAS RESULTING FROM REMOVAL OPERATIONS SHALL BE FILLED TO THE LEVEL OF THE EXISTING GROUND WITH GRANULAR MATERIAL AND SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY. 10. ALL CONCRETE, AND BITUMINOUS PAVEMENTS, CURB AND GUTTER, AND CONCRETE AND BITUMINOUS SIDEWALKS TO BE REMOVED SHALL BE SAW CUT AND REMOVED AT THE LOCATIONS SHOWN ON THE PLAN OR AS DIRECTED BY THE ENGINEER IN THE FIELD. 11 THE STORAGE OF REMOVED AND/OR SALVAGED MATERIAL WITHIN THE PROJECT AREA IS PROHIBITED. THE CONTRACTOR SHALL DISPOSE OF ALL REMOVED MATERIAL OFF SITE IMMEDIATELY FOLLOWING THESE OPERATIONS AND IN ACCORDANCE WITH ALL APPLICABLE LAWS. 12. THE CONCRETE BEING REMOVED ON THIS PROJECT MAY NOT BE RECYCLED AND USED IN THE NEW CONCRETE ON THIS PROJECT. 13. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. — . ' — . ' — SAWCUT FOC UNDERGROUND FIBER OPTIC CABLE TO BE REMOVED GAS UNDERGROUND GAS LINE TO BE REMOVED ■ I I I I I I I I I CURB AND GUTTER TO BE REMOVED °HE OVERHEAD UTILITY TO BE REMOVED UGE UNDERGROUND ELECTRIC LINE TO BE REMOVED -- STORM SEWER TO BE REMOVED 02/ /,", ! CONTACT: JOHN BRADSHAW =" �///// ""/ COPJCRETE TO BE REMOVED 11 -1 -1 -I -I -I -I- 1 -I -I -1 -I -I -I - BITUMINOUS TO BE REMOVED 0 20 40 I - I - I- I -I -I -I 6301 BANDEL ROAD NW, SUITE 301 BUILDING TO BE REMOVED SCALE ( IN FEET ) CONTACT: JESSE PRESTON ffM\1wx,1 LANDSCAPING TO BE REMOVED X TREE TO BE REMOVED O BOLLARD TO BE REMOVED EXISTING SITE CONDITIONS PER ALTA/ACSM LAND SURVEY FROM CORNERSTONE LAND SURVEYING, INC. STILLWATER, MN. ALL UNDERGROUND AND OVERHEAD UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THERE TAY BE ADDITIONAL UNDERGROUND REMOVED.OUTILITIESVERHEAD ESWN ON LIE PLAN CAUTI0N THAT MAY B REQUIRED TO BIT IS THE CONTRACTORS RESPONSIBILITY TO REQUEST A GOPHER STATE ONE CALL PRIOR TO THE START OF ANY CONSTRUCTION. Q 2010 WIDSETH SMITH MOLTING #m �� Camburas & Theodore, Ltd. ■ ■ Wbchn I Planning I InWim I E k-ift 1454 E ftV trr St, Det ftwk 11 0) ;Zu Lj Td (M7) 298L525 Fit (84� 2980128 WWW DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS'CONSULTANT 0 LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS'CONTRACTOR E LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW , . 0 NEW . I I 0 REMODELING - ❑ EXISTING . . . ❑ RELOCATION ❑ NEW SHELL ONLY ❑ OTHERS . . .. . . . . ❑ WWW WSN.US.COM ALEXANDRIA MN ENGINEERS BEMIDJI. MN BRAINERD. MN ARCHITECTS CROOKSTON. MN W D5 -m LAND SURVEYORS GRAND FORKS, NC S RED WING, MN MOLTING ROCHESTER, MN ENVIRONMENTAL SERVICES sloux FALLS. 50 CERTIFICATION T I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION 10 PREPARED N OR REPORT WAS PREP BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CRAIG BRI17ON DATE LIC N0' 44228 CONSULTANT PROJECT NO. 1008R0004.000 SEMPER DEVELOPMENT I LTD. OWNER: SEMPER DEVELOPMENT LTD. 80 SOUTH EIGHTH STREET IDS CENTER, SUITE 1275 MINNEAPOLIS, MN 55402 CONTACT: JOHN KOHLER PH: (612) 332-1500 ARCHITECT: CAMBURAS AND THEODORE LTD 2454 E DEMPSTER ST. DES PLAINES, IL 60016 CONTACT: JOHN BRADSHAW PH: (847) 298-1525 CIVIL ENGINEER: WIDSEiH SMITH NOLTING 6301 BANDEL ROAD NW, SUITE 301 ROCHESTER, MN 55901-8798 CONTACT: JESSE PRESTON PH: (507) 206-2131 LAND SURVEYOR CORNERSTONE LAND SURVEYING, INC. 200 EAST CHESTNUT STREET SUITE jB100 STILLWATER, MN 55082 CONTACT: DAN THURMES PH: (651) 275-8969 1 1 04/30/10 1 SITE DEVELOPMENT REVIEW NO. I DATE I DESCRIPTION STORE # - PROJECT NAME WALGREENS STORE PINE STREET & BROADWAY STREET EAST MONTICELLO, MN DRAWING TITLE DEMOLITION PLAN CADD PLOT: SCALE:AS SHOWN DRAWING NO. C -DP -100880004 DRAWN BY: VOID PLOT: MDK C5.1 DATE: 04/22/10 SUPERSEDES PLAN DATED: REVIEWED BY: .-- OF DWGS. PROJECT BM TNH=926,54 PROJECT BM #2: TNH=929.87 0 RM MERCIAL PROPOSED COM BUILDING 'A' 2 FLOOR AREA = 2,583 SF wP 10 PARKING STALLS FINISHED FLOOR = 928.00 jr 0— Beg IP `I salkl'a I hi CM pro PROPOSED >Z w"11RA"U" O FLOOR AREA = 14,820 SF RELATION TO ADJACENT PLANTS, STRUCTURES OR VIEWS. CONTRACTOR TO OBTAIN APPROVAL FROM ARCHITECT APPROX 114'X 130' PRIOR TO INSTALLATION 2 PLANT LOCATIONS ARE DIAGRAMMATIC AND MAY BE ADJUSTED IN THE FIELD AT THE ARCHITECT'S REQUEST PRIOR 56 PARKING STALLS Coniferous Trees FINISHED FLOOR = 928.00 (100'-0") CAMBURAS AND THEODORE LTD 2454 E. DEMPSTER ST WASHED RIVER STONE OVER 3 OZ WEED FABRIC AS NOTED 5LOCK - WEED BARRIER FABRIC CM 8RC,.ADri/A Y5TREE% EAS% C 5.A. H. 75 (PUBLIC BITUMINOUS ROAD) r� o� 0 20 40 min NEW SCALE ( IN FEET) ;EE PLANTING DETAIL Carnburas & Theodore, Ltd. GENERAL NOTES ■ ■ Archlt Mre I Ptmfrr ng l Ifxenors l Engheertn 2 54 E D5,; t 5L, Da PtaM IL Td (B'l7j 296.1525 Fmt (647)Db0718 1 REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS U wvrfy,antwawrddwodore.cvm 2 REMOVE ALL BURLAP FROM THE TOP OF ROOTBALL REMOVE ALL GREEN TREATED BURLAP REMOVE ALL PLANT IDENTIFICATION TAGS FROM ALL PLANT MATERIALS 3 KEEP ALL PLANT MATERIALS MOIST AND SHADED UNTIL PLANTED DRAWINGS/SPECIFICATIONS BY 4. FOR CONTAINER PLANTS MAKE 4 TO 5 VERTICAL CUTS IN ROOTBALL AFTER PLANT HAS BEEN REMOVED MAKE CUTS 1/2" DEEP. PLANT IMMEDIATELY ❑ WALGREENS' CONSULTANT 5 SPREAD MULCH SO THAT IT IS NOT IN CONTACT WITH WOODY BASE OF PLANT 0 LANDLORD'S CONSULTANT 6 MULCH AT BASE OF TREES 4'-0" DIAMETER RING WHERE TREES ARE LOCATED IN OPEN GRASS AREAS ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: 7 MULCH ENCLOSED PLANTING AREAS CONTINUOUSLY 8 SOD ALL DISTURBED AREAS. ❑ WALGREENS' CONTRACTOR 9 THESE NOTES ARE FOR GENERAL REFERENCE IN CONJUNCTION WITH, AND AS A SUPPLEMENT TO THE WRITTEN ! LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) SPECIFICATIONS, DETAILS, ADDENDA AND CHANGE ORDERS ASSOCIATED WITH THE CONTRACT DOCUMENTS )RCED 10, LANDSCAPE CONTRACTOR, SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION STORE BUILDING 11 LANDSCAPE CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATION OF ALL EXISTING AND FUTURE UNDERGROUND SERVICES AND IMPROVEMENTS WHICH MAY CONFLICT WITH WORK TO BE DONE NEW ■ NEW 12. FINE GRADING AND EDGING SHALL BE APPROVED PRIOR TO PLANTING OPERATIONS REMODELING ❑ EXISTING ❑ 13 PLANT MATERIAL SHALL NOT BE INSTALLED IN AN AREA WHICH WILL CAUSE HARM TO ADJACENT STRUCTURES RELOCATION ❑ NEW SHELL. ONLY ❑ NOTIFY THE ARCHITECT SHOULD CONFLICTS ARISE, JO MORE THAN 14- UNLESS OTHERWISE NOTED, FINISH GRADE OF PLANTING AREAS SHALL BE 2" BELOW ADJACENT PAVING. TAPER 4" OTHERS ❑ LINE DEPTH MULCH TOP DRESSING TO 1/2" BELOWADJACENT PAVING (1 112" DEPTH) WITHIN 2" OF PAVING. vr:vwWWUscom ALEXANDRW MN '15 ALL EXISTING TREES, SHRUBS, VINES AND GROUND COVERS TO REMAIN SHALL BE PROTECTED ANY DAMAGE ENGINEERS $EMM III „HIS CAUSED BY �,Gti I RAI. T OR'S'v4'ORK OR NEGLIGENCE SHALL 8E REPLACED OR REPAIRED AT THE CONTRACTORS $RaNERo.fert DEPTH EXPENSE TO THE SATISFACTION OF THE OWNER ARCHITECTS RF. IN OR GRAANDND FOR 16 LANDSCAPE CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING wI�H GRAND WC t. -0' MAX. DIA. SNIIT'H LAND SURVEYORS REDwINc.raN THE WORK AND MATERIALS SUPPLIED NOLTING 17 LANDSCAPE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURB AND GUTTER, TRAILS, TREES, LAWNS AND SITE ENVIRONMENTAL SERVICES ROCHESTER MN SIOUX FAILS, SD ELEMENTS DURING CONSTRUCTION, DAMAGE TO THESE ITEM SHALL BE REPAIRED AT NO COST TO OWNER 18. UNDERGROUND SERVICES SHALL BE INSTALLED SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF CERTIFICATION EXISTING TREES TO REMAIN. I HEREBY CERTIFY THAT THIS PLAIN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER 19 LANDSCAPE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE ?ADELAWS OF THE STATE OF MINNESOTA NEGATIVELY AFFECT PLANT MATERIALS ESTABLISHMENT, SURVIVAL OR WARRANTY, UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BEGINNING OF WORK. 20 LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIME OF SUBSTANTIAL COMPLETION. REPAIR OF ACTS OF VANDALISM OR DAMAGE WHICH MAY HAVE OCCURRED CRAIG BRITTON DATE LIC 140 44228 PRIOR TO SUBSTANTIAL COMPLETION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 21 EXISTING TREES OR SIGNIFICANT SHRUB MASSING FOUND ON SITE SHALL BE PROTECTED AND SAVED UNLESS CONSULTANT PROJECT NO. 1008R0004.000 NOTED TO BE REMOVED OR ARE LOCATED IN AN AREA TO BE GRADED QUESTIONS REGARDING EXISTING PLANT MATERIALS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO REMOVAL. 22 EXISTING TREES TO REMAIN, UPON DIRECTION OF ARCHITECT, SHALL BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD, DAMAGED AND RUBBING BRANCHES 23 SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER SCHEDULES IF DISCREPANCIES IN QUANTITIES EXIST DETAILS TAKE PRECEDENCE OVER NOTES -ter NOT TO SCALE SHL - FINISH GRADE EDGING AS SPECIFIED, PLANTING NOTES ---- INSTALL ACCORDING TO MFGR'S SPECIFICATIONS 1 LANDSCAPE CONTRACTOR SHALL LAY OUT PLANT MATERIAL PER PLAN AND FACE TO GIVE BEST APPEARANCE OR 8RC,.ADri/A Y5TREE% EAS% C 5.A. H. 75 (PUBLIC BITUMINOUS ROAD) r� o� 0 20 40 min NEW SCALE ( IN FEET) ;EE PLANTING DETAIL Carnburas & Theodore, Ltd. GENERAL NOTES ■ ■ Archlt Mre I Ptmfrr ng l Ifxenors l Engheertn 2 54 E D5,; t 5L, Da PtaM IL Td (B'l7j 296.1525 Fmt (647)Db0718 1 REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS U wvrfy,antwawrddwodore.cvm 2 REMOVE ALL BURLAP FROM THE TOP OF ROOTBALL REMOVE ALL GREEN TREATED BURLAP REMOVE ALL PLANT IDENTIFICATION TAGS FROM ALL PLANT MATERIALS 3 KEEP ALL PLANT MATERIALS MOIST AND SHADED UNTIL PLANTED DRAWINGS/SPECIFICATIONS BY 4. FOR CONTAINER PLANTS MAKE 4 TO 5 VERTICAL CUTS IN ROOTBALL AFTER PLANT HAS BEEN REMOVED MAKE CUTS 1/2" DEEP. PLANT IMMEDIATELY ❑ WALGREENS' CONSULTANT 5 SPREAD MULCH SO THAT IT IS NOT IN CONTACT WITH WOODY BASE OF PLANT 0 LANDLORD'S CONSULTANT 6 MULCH AT BASE OF TREES 4'-0" DIAMETER RING WHERE TREES ARE LOCATED IN OPEN GRASS AREAS ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: 7 MULCH ENCLOSED PLANTING AREAS CONTINUOUSLY 8 SOD ALL DISTURBED AREAS. ❑ WALGREENS' CONTRACTOR 9 THESE NOTES ARE FOR GENERAL REFERENCE IN CONJUNCTION WITH, AND AS A SUPPLEMENT TO THE WRITTEN ! LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) SPECIFICATIONS, DETAILS, ADDENDA AND CHANGE ORDERS ASSOCIATED WITH THE CONTRACT DOCUMENTS )RCED 10, LANDSCAPE CONTRACTOR, SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION STORE BUILDING 11 LANDSCAPE CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATION OF ALL EXISTING AND FUTURE UNDERGROUND SERVICES AND IMPROVEMENTS WHICH MAY CONFLICT WITH WORK TO BE DONE NEW ■ NEW 12. FINE GRADING AND EDGING SHALL BE APPROVED PRIOR TO PLANTING OPERATIONS REMODELING ❑ EXISTING ❑ 13 PLANT MATERIAL SHALL NOT BE INSTALLED IN AN AREA WHICH WILL CAUSE HARM TO ADJACENT STRUCTURES RELOCATION ❑ NEW SHELL. ONLY ❑ NOTIFY THE ARCHITECT SHOULD CONFLICTS ARISE, JO MORE THAN 14- UNLESS OTHERWISE NOTED, FINISH GRADE OF PLANTING AREAS SHALL BE 2" BELOW ADJACENT PAVING. TAPER 4" OTHERS ❑ LINE DEPTH MULCH TOP DRESSING TO 1/2" BELOWADJACENT PAVING (1 112" DEPTH) WITHIN 2" OF PAVING. vr:vwWWUscom ALEXANDRW MN '15 ALL EXISTING TREES, SHRUBS, VINES AND GROUND COVERS TO REMAIN SHALL BE PROTECTED ANY DAMAGE ENGINEERS $EMM III „HIS CAUSED BY �,Gti I RAI. T OR'S'v4'ORK OR NEGLIGENCE SHALL 8E REPLACED OR REPAIRED AT THE CONTRACTORS $RaNERo.fert DEPTH EXPENSE TO THE SATISFACTION OF THE OWNER ARCHITECTS RF. IN OR GRAANDND FOR 16 LANDSCAPE CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING wI�H GRAND WC t. -0' MAX. DIA. SNIIT'H LAND SURVEYORS REDwINc.raN THE WORK AND MATERIALS SUPPLIED NOLTING 17 LANDSCAPE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURB AND GUTTER, TRAILS, TREES, LAWNS AND SITE ENVIRONMENTAL SERVICES ROCHESTER MN SIOUX FAILS, SD ELEMENTS DURING CONSTRUCTION, DAMAGE TO THESE ITEM SHALL BE REPAIRED AT NO COST TO OWNER 18. UNDERGROUND SERVICES SHALL BE INSTALLED SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF CERTIFICATION EXISTING TREES TO REMAIN. I HEREBY CERTIFY THAT THIS PLAIN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER 19 LANDSCAPE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE ?ADELAWS OF THE STATE OF MINNESOTA NEGATIVELY AFFECT PLANT MATERIALS ESTABLISHMENT, SURVIVAL OR WARRANTY, UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BEGINNING OF WORK. 20 LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIME OF SUBSTANTIAL COMPLETION. REPAIR OF ACTS OF VANDALISM OR DAMAGE WHICH MAY HAVE OCCURRED CRAIG BRITTON DATE LIC 140 44228 PRIOR TO SUBSTANTIAL COMPLETION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 21 EXISTING TREES OR SIGNIFICANT SHRUB MASSING FOUND ON SITE SHALL BE PROTECTED AND SAVED UNLESS CONSULTANT PROJECT NO. 1008R0004.000 NOTED TO BE REMOVED OR ARE LOCATED IN AN AREA TO BE GRADED QUESTIONS REGARDING EXISTING PLANT MATERIALS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO REMOVAL. 22 EXISTING TREES TO REMAIN, UPON DIRECTION OF ARCHITECT, SHALL BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD, DAMAGED AND RUBBING BRANCHES 23 SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER SCHEDULES IF DISCREPANCIES IN QUANTITIES EXIST DETAILS TAKE PRECEDENCE OVER NOTES -ter NOT TO SCALE - FINISH GRADE EDGING AS SPECIFIED, PLANTING NOTES ---- INSTALL ACCORDING TO MFGR'S SPECIFICATIONS 1 LANDSCAPE CONTRACTOR SHALL LAY OUT PLANT MATERIAL PER PLAN AND FACE TO GIVE BEST APPEARANCE OR MULCH AS SPECIFIED RELATION TO ADJACENT PLANTS, STRUCTURES OR VIEWS. CONTRACTOR TO OBTAIN APPROVAL FROM ARCHITECT SCIENTIFIC NAME PRIOR TO INSTALLATION 2 PLANT LOCATIONS ARE DIAGRAMMATIC AND MAY BE ADJUSTED IN THE FIELD AT THE ARCHITECT'S REQUEST PRIOR QTY Coniferous Trees TO INSTALLATION OBTAIN APPROVAL OF PLANT LAYOUT FROM ARCHITECT PRIOR TO PLANTING 3 SHRUB AREAS IDENTIFIED AS "BEDS' ARE TO RECEIVE 4" OF SHREDDED HARDWOOD MULCH OR MINIMUM 3" OF 1 5" CAMBURAS AND THEODORE LTD 2454 E. DEMPSTER ST WASHED RIVER STONE OVER 3 OZ WEED FABRIC AS NOTED - WEED BARRIER FABRIC 4 ALL NEWLY PLANTED MATERIAL SHALL BE THOROUGHLY SOAKED WITH WATER. WITHIN 3 HOURS OF PLANTING Pine -White AS SPECIFIED LAP 6" 5 THIRTY DAYS AFTER PLANTING, CONTRACTOR SHALL RE -STAKE AND STRAIGHTEN TREES AS NECESSARY AT JOINTS 6 LANDSCAPE CONTRACTOR SHALL THOROUGHLY LOOSEN ANY COMPACTED SUBGRADES PRIOR TO PLACING 8" STAPLES TO ANCHOR TOPSOIL, TO A MINIMUM DEPTH OF 10" ROLL SUBGP,ADES TO PREVENT SETTLING. -------- 1'IEED BARRIER, 7 LANDSCAPE CONTRACTOR, SHALL IMPORT CLEAN TOPSOIL FREE OF WEEDS, RHIZOMES, ROCKS, STICKS AND TRIANGULAR SPACING 3' OTHER DELETERIOUS MATERIAL CONTRACTOR SHALL BRING TO FINISH GRADE WITH 4" OF TOPSOIL IN ALL LAWNS O.0 AND I' O.0 LINEAR AREAS, AND 12" OF TOPSOIL IN ALL PLANTING BEDS SPACING AT JOINTS 8 LANDSCAPE CONTRACTOR SHALL REMOVE SOD, CONTAMINATED SOILS, MISC WASTE MATERIALS FROM AREAS SHL TO BE PLANTED AND SEEDED CONTRACTOR SHALL LOOSEN COMPACTED SUBSOILS BY TILLING AND IMPORT NEW EDGING, MULCH AND FABRIC DETAIL TOPSOIL AS REQUIRED TO RESTORE GRADES AND MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING 71 VERIFY FINAL LIMITS OF AREAS WITH ARCHITECT PRIOR TO COMMENCING OPERATIONS NOT TO SCALE 9 KEEP ALL PLANT MATERIALS MOIST AND SHADED UNTIL PLANTED Aca n rnjr, 'Nortivwoad' 10 NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS GRANTED BY THE ARCHITECT TO \ THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF BID 11 PLANT MATERIALS TO BE INSTALLED PER PLANT DETAILS 12 PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OR OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURES'S INSTRUCTIONS OR MAY BE TREATED AC FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 10-0-5 OF 10 OZ PER 2.0" CALIPER Ribs aigwurr TREE AND 6 OZ PER SHRUB _ - TYPE 6 W000 CHIP 13 PLANTING AREAS RECEIVING ANNUALS SHALL RECEIVE A MINIMUM OF 18" DEPTH OF PLANTING SOIL CONSISTING MULCH 3" MIN DEPTH OF 45 PARTS TOPSOIL, 45 PARTS SCREENED COMPOST AND 10 PARTS SAND 14 PERENNIAL AND SHRUB BEDS ARE TO RECEIVE APPLICATION OF PRE - EMERGENT HERBICIDE (PREEN OR --' 3" SAUCEP - 4'-0" MAX DIA, APPROVED EQUAL) FOLLOWED BY 4" DEEP MULCH 15 LANDSCAPE CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM DATE �- FINISH GRADE OF SUBSTANTIAL COMPLETION. SHRUB PLANTING DETAIL [1 SEMPER DEVELOPMENT LTD. PROPERTY NOTES DINNER: NOT TO SCALE IDS CENTER, SUITE 1275 MATERIAL SYMBOL COMMON NAME SCIENTIFIC NAME MIN. SIZE QTY Coniferous Trees ARCHITECT: CAMBURAS AND THEODORE LTD 2454 E. DEMPSTER ST DES PLAINES, IL 60016 CONTACT: JOHN BRADSHAW ANP Pine -White Pinus strob.js 5' BSB 5 6301 BANDEL ROAD NW, SUITE 301 SOD DeciduousTrees CONTACT. JESSE PRESTON PH: (507) 206-2131 LAND SURVEYOR CORNERSTONE LAND SURVEYING, INC. 200 EAST CHESTNUT STREET SUITE #B100 SHL HOneillocust - Skyline Gle�its a t�acant9,,c�s rar ine mus 'skyline' 2.5" Cal 71 PH: (651) 275-8969 RfA Maple -,Autumn Blaze Rawl Aca n rnjr, 'Nortivwoad' 226° Cal. 6 �� � ROCK MULCH AREAS Oe.Tduous Shrubs AC Aloine Curran# Ribs aigwurr 2 GAL CONTAINER 18 Perennials Ctrl Catmint - Vvalkers's Lvv N"- a, x' assanii, "Walker's Lcty' 1 GAL CONTAINER 9 PC Conelower - Purple EcHinacea Psrpurea 1 GAL CONTAINER 30 Ai C, Coriopsis - klconbearrn Threadeaf Ccrecp sis vei icillata 'Mocnbeam' 1 GAL. CONTAINER 32 AJS Sedum, - A-,+turnn Joy Sedum x Autumn Joy' 1 GAL, CONTAINER 18 Grasses LBS little Blue Stene --he Blues Scn zachynucn scopenum, 'The $ices' 1 GAL CONTAINER 20 SG &&itch Grass - Shenadoah Fa^tcurr, 1 GAL CONTAINER 15 T'uI -. Sol Mineral Sod J:11008R-Semper Development\IOO8R0004-Walgroens Monticello\100880004.000-Walgreens Monticello\CADD\QviI\80-90% Plan\C-LP-1008R0004.dwg Plotted by -Matt Kramer 4/30/2010 4.3630 PM 0 2010 WDSETH SMITH NOLTING SEMPER DEVELOPMENT LTD. PROPERTY NOTES DINNER: SEMPER DEVELOPMENT LTD. 80 SOUTH EIGHTH STREET IDS CENTER, SUITE 1275 MINNEAPOLIS, MN 55402 CONTACT: JOHN KOHLER PH: (612) 332-1500 ARCHITECT: CAMBURAS AND THEODORE LTD 2454 E. DEMPSTER ST DES PLAINES, IL 60016 CONTACT: JOHN BRADSHAW PH: (847) 298-1525 CIVIL ENGINEER: WIDSETH SMITH NOLTING 6301 BANDEL ROAD NW, SUITE 301 ROCHESTER, MN 55901-8798 CONTACT. JESSE PRESTON PH: (507) 206-2131 LAND SURVEYOR CORNERSTONE LAND SURVEYING, INC. 200 EAST CHESTNUT STREET SUITE #B100 STILLWATER, MN 55082 CONTACT: DAN THURMES PH: (651) 275-8969 1 1 04/30/10 SITE DEVELOPMENT REVIEW NO, DATE DESCRIPTION STORE # 13938 PROJECT NAME WALGREENS STORE PINE STREET & BROADWAY STREET EAST MONTICELLO, MN DRAWING TITLE LANDSCAPE PLAN CADD PLOT: SCALE -AS SHOWN DRAWING NO. C -LP -1008R0004 DRAWN BY: VOID PLOT JJJ Ll . 1 DATE 04/22/10 SUPERSEDES PLAN DATED: REVIEWED BY: JJJ OF DINGS Im 2 1 3 1 4 SITE PLAN CLOSE OFF EXISTING NEW CURB & GUTTER MATCH EXISTING p I Iy I y I °v P/NfSTl3EEl-sTAWNis11warZs A 7 R q 1n 1 11 112 113 OFF EXISTING ;URB & GUTTEI EXISTING RN IS OFF EXISTING ,URB & GUTTEI EXISTING BUILDING AND PARKING DATA BUILDING AREA ........... ..... ............ .... SITE - AREA -------------------- ........ ......_ I SITE. COVERAGE,_W/,_BUILDING..............._..-..-_...._.._�4._,�. G.._......._.. HTAQNTDAIICA.PPAPED__PARIKNCINLGU,-R(ER$E4.eHD,:_B_>Y..DN...__-_.._._._.---...N 3 SP _. ....... ........... .............. 6Z -SPACES L-QT..2 --- ( NAC)_-ZONNIG.------------------------------------------------.............B3iS1_.-. KEYED N0T7-- OACCESSIBLE RAMP W/ DETECTABLE WARNING SURFACE (8.331 MAX SLOPE) COMPLIANT WITH ILLINOIS CAPITAL DEVELOPMENT BOARD SEE SHT. COA DTL. H-8. O2 "CT" (ELECTRICAL) CABINET. SEE SHTS. A2.1, EO.1 & E1,2. O PPE BUMPER GUARD. SEE SHT. CO.0, DETAIL H-10. ® FLEXIBLE DELINEATOR POST AT DRIVE-THRU WINDOW. SEE SHT, A4.4, DETAIL 1. 5 6" CONCRETE CURB/12" GUTTER. SEE SHT. CO.0, DETAIL 0-8. m 6 T-O"W X 6"H CONC.CURB. O NEW CONC. SIDE WALK BY WAG CONTRACTOR. SEE DETAIL H-13, SHT, C0.0. ® 25'L X 4"W 4'° YELLOW PAINT STRIPLANE DIVIDER. O9 PAVEMENT PAINTING "UNIVERSAL SYMBOL". BLUE PAINTED BORDER W/ WHITE PAINTED WHEELCHAIR. SEE SHT. CO.1, DTL, D-1 10 YELLOW PAINT STRIPING (TYPICAL). BLCK OUTLINE ON CONCRETE PAVEMENT, SEE SHEET CO.0, DETAIL H-5. 11 PAVEMENT PABNTING1 24" WIDE WHITE STOP BAR, L 12 SPOT ELEVATION AT FLOW LINE OF PROPOSED ENTRANCE. 13 PROVIDE LANE DIVIDERS AND DIRECTIONAL ARROWS AT ALL DRIVES AND ENDS OF DRIVE AISLES, 14 ASPHALT PAVEMENT. SEE SHT. CO.0, DETAIL D-13. 15 12" MASONRY WALL ENCLOSURE FOR TRASH, TOTE AND BALE STORAGE, SEE SHEET CO.0, DETAILS A-1. 16 CONCRETE LOADING BERTH AND RECEIVING PAD. SEE SHEET S1.1. 17 PARKING SETBACK N COMPLIANCE W/ LOCAL ZONING REQUIREMENTS. 18 PAD MOUNTED TRANSFORMER W/ BOLLARDS ALL AROUND.SEE SHT, EOA K 19 CEDAR SLAT GATES ON STL. POSTS. SEE SHT, CO.0, DTL. L -B. 20 FREE-STANDING "ACCESSIBLE PARKING" SIGN. SEE SHT. COA DTLS. A-1 & A-4. 21 LANDSCAPED AREA. 22 MN, 24" OCTAGONAL REFLECTIVE STEEL STOP SIGN ON ONE SDE W/ "DO NOT ENTER" SIGN ON OPPOSITE SDE (SET BACK CLEAR 3 OF TRAFFIC). ALIGN EDGE OF STOP WITH EDGE OF T-0" CURB. 23 6" CONCRETE DRIVE-THRU SLAB. SEE SHEET S1A 24 OCTAGONAL REFLECTIVE STEEL STOP SIGN, SEE SHEET CO.0, DETAIL L-11 FOR SIZE REQUIREMENTS. 25 LIGHT POLE OR WALL MOUNTED LUMINAIRE. LIGHT POLE BASE SHALL BE 30" CLEAR OF CURB EXCEPT WHERE BEYOND PROPERTY LANE, SEE SHT. CO.0, DTL H-8 AND SHT. EOA 26 WA a28 CONCRETE PAD CORNERS TO BE CHAMFERED AT 45 DEGREE ANGLE (18'°x18") ADA ACCESSIBLE EXIT DOOR 29 ACCESSIBLE PARKING DESIGN TO MEET ALL GOVERNING CODES - H QUANTITY AS READ. BY ADA.ACCESSMLE PARKING SPACES AND THER ACCESS AISLES SHAH BE 2X VAX. SLOPE IN ALL DIRECTIONS. 30 DRIVE APPROACHES WITHIN R.O.W. TO BE CONCRETE PVMT. PER CITY SPECS. CROSSWALK STRPNG WITHIN R.O.W. TO BE (2) TWO PARALLEL f,—;\6" WHITE THERMOPLASTIC (TYPE E) LINES A MINIMUM 6' WDE. 32 GAS METER WITH BOLLARDS. 33 LINE OF AWNINGS ABOVE (TYP.) SEE SHEET A2.2. VE 34 2'-0" WIDE DETECTABLE WARNING SURFACE. EXTEND TO ALL 0 ACCESSIBLE PARKING STALLS. SEE SHT, COA FOR DETAILS. 35 STORM CATCH BASINS AND GRATED MANHOLES TO BE 40'MINIMUM AWAY G FROM 2Y ACCESSIBLE PARKING ZONE AND ACCESSIBLE ROUTES. 36 SIAMESE CONNECTIOWFRE DEPARTMENT. 3h WALGREENS PYLON SIGN W/LED READERBOARD 38 ENTRY BOLLARDS W/ POLYETHYLENE COVERS 5'-4" CLEAR MAX, 39 EXISTING PUBLIC ROW CONCRETE SIDEWALK. CONTRACTOR TO SURVEY WITH WAG CONSTRUCTION MANAGER AND REPLACE DAMAGED SQUARES AS REQUESTED. 40 BIKE RACK ON CONCRETE PAD. SEE SPECIFICATION SECTION 02500-2.02F FOR ACCEPTABLE MAINUF. a41 LINE OF CANOPY I DRIVE THRU (UNDERSIDE 1 14'-0" A.F.F.) 42 ORNAMEMTAL IRON FENCE. SEE CIVIL SHEET CO.0 FOR DETAILS, 43 W WOODEN BOARD ON BOARD FENCE (TYP). SEE SHT. COA, DTL. A-8 OFF EXISTING DRIVE ;URB & GUTTER TO EXISTING E f ISIIAI=NrvIaCMl.11 EEM 413 fQ NO. REVISIONS/SUBMISSIONS DATE Facilities Planning And Design f06 Wiliest RCL, Deedield, IL 60015 I 1Yl (847) 840.2500 Camburas & Theodore, Ltd. Archbftre I Planning I Inbulm I Engkmft 84 E. St., Dei PIili�es, A ( Ta B{� i*9e-1525Isss W (eM zee LJ www .camhnsambeodom m PROJECT NAME WALGREENS NEC PINE STREET, A BROADWAY ST. MATERIAL LEGEND MONTICELLO, MN DRAWING TITLE SITE PLAN CONCRETE SURFACE. SEE SHT. CO.0, DETAIL D-1, STORE* ® NEW ❑ REMODELING BUILDING: N NEW ❑ EXISTING . ' AND SHEET At.i. DWGS /SPECS. BY ®LANDLORD'S CONSULTANT ❑WALGREENS' CONSULTANT CONSTRUCTION BY, ® LANDLORD'S CONTRACTOR ❑ WALGREENS'CONTRACTOR E SEAL DATE PROJECT NO. HEAVY DUTY ASPHALT PAVING. 4123/2010 90610 SEE SHT. CO.0 FOR DETAILS. DRAWN BY: STORE N0. SD, TT 13938 i/ LANDSCAPED AREAS (HEREBY CERTIFY THAT DRAWING NO. THESE DRAWINGS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION,09 MID, THAT [AM ADULY A DULY N REGISTERED ARCHTECT UNDER THE LAWS OF 1 THE STATE OF LLNOIS AS SIGNIFIED BY MY HAND AND BY MY SEA.. 14 15 A 1 0 Z A C IT, '7 n A - 0 N EXTERIOR ELEVATIONS KEYED NOTES 1 EQ. 25'-11Y2" EQ. O1 UTILITY SIZE FACE BRICK. 1/3 RUNNING BOND COLOR •1. YANKEE HILL, COLOR IRON SPOT", TEXTURE-VELOUR v"LIGHT TOP OF STONE PARAPET +ELEV.+28'-4" WALGREENS SCRIPT SICK 1 12 X -VEL X1/3 RUN•NING BOND COLOR 2 YANKEE HLL,COLOR O2 UTTIILITY'TEXTURE-VELOUR TOP OF ST_ON_E PARAPET _ _ - 1 UTILITY SIZE FACE BRICK. "SOLDER COURSE" IN COLOR •1. YANKEE HILL, COLOR 3 ELEV. 26 -4 „ 0 "LIGHT IRON SPOT", TEXT URE -VELOUR. 2 E0. 12'-10' EQ. 2 EQ. 7' -9" EQ. TOP OF STONE PARAPET TOP OF STONE PARAPET - ELEV. •24'-4" O ARCHITECTURALCAST STONE WINDOW SILL TO MATCH EITHER BRI;!(( COLOR a CK CCOLOR 02 41 OR BRICK ELEV.+22'-4" a1 = =�-=- 0 EXPANSKIN JOINT W/ BACKER ROD AND SEALANT- COLOR TO MATCH MENOMONEEADJACENT MATERIAL. SEE DETAL A-14 AND SPEC, SEC. 04200. 23 = ',S 6 © WALGREENS SCRIPT SIGN. SEE SHEET A5.2/D-9 FOR DETAILS. 2 1110 7 1 2 11 7 1 2 0 INDIVIDUAL LETTER SIGN. SEE SHEET A5.2/M-9 FOR DETAILS. WINDOW HEAD _ _ _ _ _ _ 31- © WINDOW SIGN SEE DETAL ON SHEET A5.2. ELEV. •12'-0" 30 - - UNDERSIDE Of CANOPY ELEV. O9 "CLEARANCE" SIGK SEE SHEET A5.2/K-9 FOR DETAILS. CENTER IN OPENING. LJL�21 IT21 •12'-0" 10 BEYOND. SEE SHEET A5.3/A-1. 0 23 23 �� - - 29 STAND) G SEAM ME E 11 STANDING SEAM METAL ROOF W/ICE CLEATS AT EAVES WHERE SLOPE IS ' 20 29 �� 21 4 TYP 8 TYP '- �, 13 21 13 21 33 SHALLOWER THAN 12/12 DARK BRONZE SEE SPEC SEC. 07610 12 SN.N CONTRACTOR: PRK)R TO FABRICATING ANY SIGNS, FELD VERIFY THE LOCATION OF STEEL BEAMS LOCATED BEHIND SIGNS 50 THAT SIGN ELECTRICAL WINDOW SLL FEEDS, TRANS -FORMERS, ETC. CAN BE PROPERLY LOCATED IN ORDER TO _ _ _ _ _ ELEV, �3'-t1" -- - CLEAR STEEL BEAM BEHIND. SEE SHEETS A2.2, A2.3 6 A2.4. GRADE 0 0'-0" 13 OPERABLE DISPLAY WIDOWS TO BE KEYED ALIKE , COLOR- DARK BRONZE . SEE SPEC. SEC. 08450 14 RAIN SHIELD AT DOOR OPENINGS. SEE PAINT SPEC. 09910. 15 CEDAR SLAT FENCE TOTE AND BALE ENCLOSURE. L-1 SOUTH ELEVATION - BROADWAY STREET i6 PPE BOLLARD - SEE SHEET CO.O/H-10 AND SHEETS A1.1, M.4, & S1.1. 17 36" HIGH FLEXIBLE DELINEATOR POST. FASTEN TO CONCRETE WITH BOLTS. SEE SHEET MA FOR LOCATION. 18 METAL DOORS & FRAMES: PAINT TO MATCH BRICK. SEE PAINT SPEC, 09910. SCALE: 1/80 ■ 11-0" 19 DOORBELL a 4'-0" AF.F. SEE SHEET E1.5, KEYNOTE 3. EQ. 25' -0/2' 1 EQ. ENTR1 GLAZING SYSTEM. 2U rSEE 8800, CLEAR TEMPERED GLASS AS REQUIRED BY 1 WALGREENS SCRIPT SIGN 12 TOP OF STONE PARAPET ELEV •2g'-4" CODE. SPEC. SEC. _ _TO_P _OF_STON_E_PA_RA_PET - _ 21 STOREFRONT GLAZING SYSTEM. TINTED LOW -E INS. CLASS. SEE SPEC. SEC. 08800. TOP OF STONE PARAPET 2 _ _ _ _ _ 2 - - - - -------- - - _-•---•------- - �� ELEV •26'-4" 2 3 22 TOWER GLAZING SYSTEM. " /� CLEAR GLASS. SEE SPEC. SEC. 08800. ELEV, •24'-4" EQ. 7'-9 EQ. 23 DARK BRONZE ALUMINUM WINDOW FRAMES. SEE SPEC. SEC. 08450. TOP OF STONE PARAPET „ - - - 1 :iI-4" _ - _ ELE 24 GAS METER. 0 --� - , 25 MASONRY TRASH ENCL05URE. SEE SHEET C0.0/D-1 FOR DETAILS. 6 '`,'•-' %'� 26 C1 CABINET. SEE SHEETS A0.1, EO.1 & E1.2. 7 it _ _ _ 7 23 11 `" --"' 10 2 27 FIRE DEPARTMENT SIAMESE CONNECTION. WITH STORZ FITTINGS 1 2 1 2 1 AT 36-42" ABOVE FINISHED GRADE. SEE PLUMBING PLAN, SHEET P1.1. Zg WALL MOUNTED FLOIJ<tESCENT LIGHT. SEE SHTS. E1.1 & E4.1, FIXTURE "Q". 30- -•--_---- WINDOW HEAD ELEV. •12'-0"' - - I 5 ll V 29 RECESSED ENTRY KEY SWITCH (KNOX BOX) & POWER OUT ENTRY 28 ®®� 21 23 ❑� 21 23 - ❑❑ 21 23 ^� 11 1111 II TERMINAL IF IT' IS" READ. BY LOCAL CODE/OFFICIAL, CONFIRM HEIGHT MOUNTING HEIGHT AT 4 0 A.F.F. PROVIDE A RECESSED TYPE ONLY, - - 13- - 21 8 TYP.' \ \ 20 29 30 PREFN.SFEET METAL AT FLAT AWNNG.COLOR�"DARK BRONZE" SEE SPEC. SEC. 07600. 13 27 ' -._._..- - - - WINDOW SILL '�' 31 BOX SIGN. SEE SHEET 5.2 FOR DETAILS. GRADE GRADE Q O'-0" ELEV. +34" 32 WALL MOUNTED DOWN LIGHTS- COORDINATE LOCATIONS WITH ELECTRICAL 33 SPANDREL GLASS IN DARK BRONZE FRAMES G-1 WEST ELEVATION - PINE STREET SOUTH ELEVATION - BROADWAY SCALE: 1!8" ■ 1'-0" 2.5'-11Yz"..WALGREENS.-SCRIP-T...SIGN ... _............................. _...••.._.......... 149.80 S.F. 18" .PHOIIl_.IAIDIVIQUAL.LEITER.---------_--•-.-- _------_--••-•_.--•-......_._..___..11.6 S.F. 18'-..PHARMAC.Y_.1HDIVIaUAL.LEITER-------------_---..-_-.._.----_--.--..__..-.---19.2 S.F. EXII_.801L..SIGtN..................................... ....------------ _...... .................. __.-5.0 S.F. TOTAL.......... ..-........_.•.............. .. -.... -•--- _ --- _ ----•-••--_ ----•--•-................... .165.00 S.F. WEST ELEVATION - PINE STREET 25'..ilYz"_YiALGREENS..SCRIPT--- SIGN._...__. ------------------------- .............._..149.80 S.F. 2 TYP. 18"..P110I.11ANDIVIIIUAL.LEITER..-----•-...--•-•-.-..-.__•---------•-............... _....11.6 S.F, TOP OF STONE PARAPET r 1B''.PHARMAC.Y...IA(DIVIQUAL._.lEIIER......... ._--_.---------- ............................ 9.2 S.F. ELEV. •22'-4" IOIAL ................ ........_.__._ _ . _........................ ........_......._...... ..._ J60.00 S.F. EAST ELEVATION - DRIVE-THRU NORTH ELEVATION TOTAL ..-_.._...--.._.._.___.._.__...- ......... 0.0 S.F. DRLVE._THRII�_P.HARMACY._BOX SIGN IQIAL........................... 6.0 S.F. 31 UNDERSIDE OF CANOPY EXIT --•-•-•-•---- ........................--._............_........_.......... JZ, S.F< IJOTAL..BUILDING__SIGNAGE.----....--------------------------•--------- -.................. .484111.S.E_K004 ALLOWED) ZONED CCD -CENTRAL COMMUNITY DISTRICT SOUTH ELEVATION - 2.820 SF. ELEV. •12'-0" 1 1 5 14 to 26 24 �, ig TOP OF ACCENT COURSE ----------- -------- 18 18;, WEST ELEVATION - 3,210. 15X OF TOTAL SF (6,030 S.F.)-904 S.F. 1 IQi1JEF011MUNN ALRtNItM yip ELEV. •3'-0° GRADE s 0'-0" 16 15X OF NOT MORE THAN TWO FACADES FRONTING PUBLIC STREETS. TO IT FREERSTANDINGGSIGN PER LOT, MAX 100 S.F PER FACE 22'-0' MAX FOR PYLON SIGNS NO, REVISIONS/SUBMISSIONS DATE Facilities Manning And Design 106 Wilmot Rd., Deerfield, IL 60014 MONUMENT SIGNS CAN BE 200 SF SER FACE D-1 NORTH ELEVATION - RIVER STREET D-12 SIGN AREA SUMMARY SCALE: 1/r ■ 1'-0" NO SCALE Tel (647) "D-2500 Camburas & Theodore, Ltd. Archbam I Plennfng I Irrt fkn I Egkx,&ing TOP OF STONE PARAPET ELEV. •26'-4"-----•-•---•--_-- TOP OF STONE PARAPET ----- - •,_ -------•�- TOTAL SIGN AREA (PER FACE) • 87 SQ.FT. 7'-6" M51) Dempster St., Des Purines, n td(a4�29e-is7s Fes(e�t�25a-D22e ELEV. +24 4" www.combureser4ftodom m TOP OF STONE PARAPET ELEV. •24'-4"-----•------- - 2 2 TOP OF STKNNE PARAPET �` PROJECT NAME WALGREENS ELEV.-X22'-4'� � m NEC PINE STREET. 8 BROADWAY ST. MONTICELLO, MN NONE 2 y�y��,�,,®� '°�°-"'" DRAWING TITLE EXT. ELEVATIONS, DETAILS, SIGN DATA 2 HEAD OF WINDOW_ _ _ _ UNDERSIDE OF CANOPY _ELEV. c "' STORE ®NEW ❑REMODELING Bl1LONG ®NEW ❑EXISTING DWGS./SPECS. BY: N LANDLORD'S CONSULTANT ❑ WALGREENS' CON5l1LTANT ELEV •Yl' -0" 1 1 47-0" 1 CONSTRUCTION BY: M LANDLORD'S CONTRACTOR ❑ WALGREENS' CONTRACTOR 5 5 26 8' 4" ' 15 SEAL DATE 412312010 PROJECT NO. 00610 4 DRAWN BY. STORE NO. TOP OF ACCENT COURSE ELEV. -•----- -.-.- ACCENT COURSE JB I HEREBY CERTIFY THAT 13li38 DRAWING N0. GRADE a 0'-0" 17 THESE DRAWINGS HAVE BEEN PREPMED UNDER E STDIRECT SUPERVISION, AND, THAT I AM A DULY REGISTERED UNDERE T E (OF All A-1 EAST ELEVATION - CEDAR STREET A-12 PYLON SIGN LAWS THE STATE OF IIIINOIS HAND AND BY Mr SEAL. SCALE: 118" ■ 1'-0"SIGNIFIED SCALE: IIB" ■ 1'-0" 0 N c U 1 I 9 1 1 It I 1 9 7 R n In I I .n .I .. EXTERIOR ELEVATIONS KEYED NOTES ------------- UTILITY SIZE FACE BRICK. 1/3 RUNNING BOND COLOR -1. YANKEE HILL, COLOR TOP OF STONE PARAPET ------- -- ----------------- TOP OF STONE PARAPET ---------------- ELEV. #25'-0" LIGHT RON SPOT", TEXTURE -VELOUR UTILITY SIZE FACE MO. 1/3 RUNNING BOND COLOR -2. YANKEE HILL,COLOR UTILITY SIZE FACE BRICK, 'SOLDIER COURSE" IN COLOR at YANKEE HILL, COLOR "LIGHT IRON SPOT", TEXTURE -VELOUR. OARCHITECTURAL CAST STOPS WMDOW SILL TO MATCH EITHER BRICK COLOR 01 OR BRICK COLOR #2 2 ME I 2 5O EXPANSION JOINT W/ BACKER ROD AND SEALANT- COLOR TO MATCH ADJACENT MATERIAL. SEE DETAL A-14 AND SPEC. SEC. 04200. 4 I 4 STANDING SEAM METAL ROOF W/ICE CLEATS AT EAVESEC HERE SLOPE IS SHALLOWER THAN 12/12 - 'DARK BRONZE".SEE SPEC.07610 TOP OF ..... ........... STONE ELEV. +12'-0" ---------- 5 TOP OF 2ND FLR -FIN FLR RAIN SHIELD AT DOOR OPENINGS. SEE PAINT SPEC. 000, 8 CEDAR SLAT FENCE TOTE 40 BALE ENCLOSURE. 17 11 IYP. i IL 6 A ,11(GDTYP 1 HEAD OF WINDOW .......... —7 ---------- TOP OF ACCEKAMDA, ELEV. *3'-O"'F_.___-_e_._._-___._•---------- 7 7 10 , 15 13 9 6 12 11 T ....... . ELEV.49-8" TOP OF ACCENT BAND ELEV, 3w PIPE BOLLARD - SEE SHEET CO.0/H-10 AND SHEETS ALL, MA S1.1. 0 METAL DOORS It FRAMES: PANT TO MATCH BRICK. SEE PAINT SPEC. 09910. 0 STOREFRONT GLAZING SYSTEM. TINTED LOW -E INS. GLASS. SEE SPEC. SEC. 0 0. 880 DARK BRONZE ALUMINUM WINDOW FRAMES. SEE SPEC. SEC. 08450. 13 GAS METER. 04 MASONRY TRASH ENCLOSURE. SEE &WEET CO.O/D-1 FOR DETAILS. C7 CABINET. SEE SHEETS AO.1, EO.1 & E1.2. 16 FIRE DEPARTMENT SIAMESE CONNECTION. WITH STORZ FITTINGS L-1 NOT USED L-4 EAST ELEVATION L-9 SOUTH ELEVATION SCALE: 1180 ■ 1 I-V SCALE: 1/80 m 1'"0" SCALE: I/Bm ■ 11-00 AT 36-42" ABOVE FINISHED GRADE. SEE PLUMBING PLAN, SHEET P1.1, 0 WALL MOUNTED DOWN LIGHTS- COORDINATE LOCATIONS WITH ELECTRICAL _17 I■I -——---—--—-----------—---ELEV. -------...----—T--O—P-- —OI-F —S----T-OO--NNE---P--A--R--A--PE-T& #2WD" TOP OF STONE ——ELEV. -29'-O"T TO—P—OF—ST--E PARAPET& --------- --ELEV. 4254"- TOP OF STONE PARAPET -----—.ELEV. -25'-0"&F 5 2 2 4 1 4 4 TOP OF STONE PARAPET.& -------- . ........... ELEV. 412'-0" N ]IL11111ill 'r 3 TOP OF 2ND FLR-FIN FLRA, .................... 7, 17 t6 I ---------- HEAD OF -------- ELEV, *9'ELEV. -1"'f 7 w mulli[I M H!TpWj, -----•—.—•- -9-8"'F 17 11 TYP 16 TOP OF ACCENI!�MOA, ------------- ELEV. -3'-O"'f C2 �_Typ. TOP OF ACCENT "D,& ------ ----------- - — ELEV. -3'-O`f H-1 NOT USED H-4 WEST ELEVATION H-9 NORTH ELEVATION SCALE: ur ■ v4r SCALE: 118w ■ V -On SCALE:1/8" ■ I'-0* I UWE FOR WHIOPAL REVIEW 4=110 NO, REVISIONS/SUBMISSIONS; DATE D-1 NOT USED SCALE: 118" ■ 11-0" Camburas & Theodore, Ltd. ■ Ardftedum I Plarw*q I Interiors I Engineering 2454 E. D@Mpda St, Des fties, IL Td(947)2*1525 Fgx(647)29HM w".mbw=mItheocbmcm PROJECT NAME OUTLOTwA" NEC PINE STREET. & BROADWAY ST. MONTICELLO, MN DRAWING TITLE EXT. ELEVATIONS, DETAILS, SIGN DATA I STORE: ® NEW 0 REMODELING BUILDING: ® NEW 0 EXISTING PC I DWGS./SPECS. BY: N LANDLORD'S CONSULTANT 0 TENANTS' CONSULTANT CONSTRUCTION BY: ® LANDLORD'S CONTRACTOR 0 TENANTS' CONTRACTOR E SEAL DATE PROJECT NO. 412312010 xxxxx DRAWN BY: STORE NO. JIB xxxxx IHEREBY CERTIFY THAT THESE DRAWINGS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION, THAT IN A LY RBSTERED ARCHTDEUCT UNDER THE LAWS OF DRAWING NO. A2A m A-1 NOT USED SCALE: 118" ■ 1'-0" A r THE STATE OF ILLINOIS AS SIGNIFIED BY MY HAND AND BY MY SEAL. I 1 2 1 3 4 ?H- C-6 N • 1 4 M YA_C)Z LI mm C-3 � 1 i LU4 1? „ 8 „ H-1 ELEVATION H SCALE.- 114w 1.-00 u W H5 SECTION SCALE.- 112" ■ 1'-0" i ' I , r , ' i r r , r , ' I , r , ` I r r , ' r ' I r r , ' 1 , , ' 4 ' r r , � i r R ; r r , I 1 r ' r ' I , / 9 10 11 12 13 14 SIGN MOUNTING ASSEMBLY, SEE DETAIL E -3/A5.1 15 -TOP ALUMINUM COVER TO HAVE VENTING HOLES 3/32" DIAMETER 0 5/32" CENTERS STAGGARD. SEE ELEVATION DETAIL H-1 H-8 ELEVATION -SIGN LIGHTING SCALE., 1140 ■ 19-00 r i , I r , r , r F -S SECTION i SCALE: 3" 11-Qw E-1 FOUNDATION E-3 SECTION DETAIL , 2 •1 , �1 rl r, , r PLANISECTION 15 SCALE. -114" ■ 1=00 THE FIRST PRIORITY IN THE CONSTRUCTION SCHEDULE. SCAL& 112" ■ 1'-0" THE FOUNDATION WITH STUBBED -IN CONDUITS WILL BE P BOTTOM OF COLUMN TO 1/4' TYP, i EARLIEST POSSIBLE DATE AFTER THE EXECUTION OF THE 21 i 3/B' LEASE (MINIMUM 60 DAYS PRIOR TO THE STORE FIXTURE TOP OF FOUNDATION ON THE EXTERIOR OF SIGN TO COMPLY WITH STATE AND LOCAL CODES. THE PYLON SIGN WILL BE ELECTRIFIED AS SOON AS OTE: TRIM TOP OF BOLTS P-4" AND PAINT 11 YP C-3 SECTION DETAIL 23 1 SCALE.- 314" s 1=00 6 i 12 i i i 00 go 20 8 SIGN FACE SHALL BE PERPENDICULAR TO THE MAJOR 3/8 STREET. FOR ANY VARIATION TO ABOVE, SITE CONDITIONS 4o INSTALL IN LONG DIRECTION OF S" SHALL GOVERN PROPER ORIENTATION -AS APPROVED BY ROD CONNECTION- WALGREENS. FOUNDATION WORK RESPONSIBILITY: A-1 PLAN SECTION A-3 ANCHOR BOLT DETAIL SCALE.- 10 ■ 10.00 SCALE: 1 s 1.Aw 1 2 3 4 5 C C-6 TOP VIEW DETAIL SCALE.- 3w ■ 11-00 C-6 3 4 3 3 7 t O1 7”, A-6 PLAN SECTION SCALE. -112" ■ 1'-O" 6 7 8 0 ID CABINET ELEVATION 15 6 " , 2 •1 , �1 rl r, , r 1. 1. 1� 1� - J r 15 2 15 THE FIRST PRIORITY IN THE CONSTRUCTION SCHEDULE. THE FOUNDATION WITH STUBBED -IN CONDUITS WILL BE P BOTTOM OF COLUMN TO C-6 TOP VIEW DETAIL SCALE.- 3w ■ 11-00 C-6 3 4 3 3 7 t O1 7”, A-6 PLAN SECTION SCALE. -112" ■ 1'-O" 6 7 8 0 ID CABINET ELEVATION 15 6 " GENERAL NOTES THE READER BOARD PYLON SIGN MUST BE INSTALLED AS 15 2 15 THE FIRST PRIORITY IN THE CONSTRUCTION SCHEDULE. THE FOUNDATION WITH STUBBED -IN CONDUITS WILL BE P BOTTOM OF COLUMN TO INSTALLED BY THE LANDLORD'S CONTRACTOR AT THE EARLIEST POSSIBLE DATE AFTER THE EXECUTION OF THE LEASE (MINIMUM 60 DAYS PRIOR TO THE STORE FIXTURE DATE). ON THE EXTERIOR OF SIGN TO COMPLY WITH STATE AND LOCAL CODES. THE PYLON SIGN WILL BE ELECTRIFIED AS SOON AS POSSIBLE AFTER INSTALLATION. SHOP DRAWINGS: SIGN CONTRACTOR SHALL SUBMIT (2) COPIES OF SHOP DRAWINGS TO WALGREENS FOR APPROVAL PRIOR TO CONSTRUCTION. b GROUND ORIENTATION: SIGN FACE SHALL BE PERPENDICULAR TO THE MAJOR G STREET. FOR ANY VARIATION TO ABOVE, SITE CONDITIONS SHALL GOVERN PROPER ORIENTATION -AS APPROVED BY ROD CONNECTION- WALGREENS. WORK RESPONSIBILITY: TURNKEY (1.1.) CONSTRUCTION OF DRUG STORE: L WALGREENS SIGN CONTRACTOR WILL PROVIDE SIGN CABINETS, TUBE STEEL SIGN, LEGS, AND BOLT CAGE. ELECTRICAL POWER, DATA CONDUIT, FOUNDATIONS, BY ELECTRICAL ,• _ �2'-0" MIN. SEPARATION CONTRACTOR. I I OF CONDUTS AND MONUMENT SIGN BASES ARE BY LANDLORD'S CONTRACTOR . 0 WALGREENS CONSTRUCTION OF DRUG STORE: SEE ELEC. FOUNDATION AND ELECTRICAL POWER SUPPLY BY WALGREENS, ALL OTHER WORK BY WALGREEN'S SIGN CONTRACTOR. K COORDINATIONS: GR D. SEPARATE DATA AND POWER INTO DIFFERENT STEEL TUBE COLUMNS. FOUNDATION CONTRACTOR, PRIOR TO INSTALLING FOUNDATION, SHALL: 1. VERIFY PERMIT REQUIREMENTS WITH WALGREENS SIGN CONTRACTOR. 2. OBTAIN BOLT CAGE FROM WALGREENS SIGN CONTRACTOR FOUNDATION FOR FINAL CONNECTION -BY SIGN CONTRACTOR. ALL CONDUCTORS TO RUN CONCEALED. PERMIT: F-9 ALL REQUIRED PERMITS SHALL BE OBTAINED BY F-12 WALGREEN'S SIGN CONTRACTOR. BULLETIN COMPLIANCE SCOPE OF WORK: THIS SIGN WORK SHALL CONSIST OF THE ERECTION OF A STANDARD WALGREENS PYLON SIGN. CONTRACTOR TO PROVIDE BASE AND CONDUIT, WALGREENS TO PROVIDE SIGN ASSEMBLY. 609-002 INTERNAL CWHO FLUORESCENT ILLUMINATION. NO SCALE SIGN CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS AND H CONDITIONS PRIOR TO FABRICATION. SIGN CONTR. SHALL BE RESPONSIBLE FOR SIGNS COMPLIANCE TO ALL SIGN AREA SUMMARY 6 " WEATHERPROOF JUNCTION BOX OVER HAND HOLES SIGN CONTRACTOR. LOCATEE TOP AND APPLICABLE CODES AND SHALL OBTAIN ALL PERMITS. SIGN TO BE FABRICATED ACCORDING TO THE UNDERWRITERS LABORATORIES 15 2 15 86.78 S.F. BOTTOM OF COLUMN TO SPECIFICATIONS AND TO BEAR "U.L." LABELS. PROVIDE DISCONNECT SWITCH 0 PROVIDE ACCESS TO WIRING, ON THE EXTERIOR OF SIGN TO COMPLY WITH STATE AND LOCAL CODES. 16 2 GROUND G ROD CONNECTION- I . 1 _I� BY ELECTRICAL ,• _ �2'-0" MIN. SEPARATION CONTRACTOR. I I OF CONDUTS SEE ELEC. R NDUI REQUIRED ll - FOR FULL RUN DRAWINGS. GR D. SEPARATE DATA AND POWER INTO DIFFERENT STEEL TUBE COLUMNS. ALL CONDUCTORS SHALL BE PROVIDED W/6' OF SLACK ABOVE FOUNDATION FOR FINAL CONNECTION -BY SIGN CONTRACTOR. ALL CONDUCTORS TO RUN CONCEALED. F-9 PLAN SECTION F-12 CONDUIT ENTRY DETAIL BULLETIN COMPLIANCE 609-002 SCALE; 112" ■ 11-00 NO SCALE SEE ELECTRICAL FOR ADDITIONAL DETAILS 0 EXTRUDED ALUMINUM FRAME. 13 (8 QUANTITIY� "VOLT—ARC" F120/T12/CW/HO FLOURESCENT U2 ANGLE 2" X 2" X 1/4", LAMPS WITH ADVANCE COLD WEATHER BALLAST. 14 SIGN FACE. 3O 3/8" DIAMETER SAG ROD, 15 BREATHER PANEL (COVER). E ® 6" X 6" TUBE POST. 16 LED READER BOARD PANELS MOUNTED ON O5 PRECOATED ALUMINUM SHEET METAL COVER. EACH SIDE OF THE PYLON. © 12" X 12" X 1/2" STEEL TUBE COLUMN. 17 ID SIGN PANEL, 1 If3UEPOR1VUWC1f LREVitW 4usalo O TOP OF FOUNDATION (AT TOP OF STREET CURB HEIGHT, 18 13" X 13" X 3/4" CAP PLATE. NO, REVISIONS/SUBMISSIONS DATE MIN). © (4) 1 3/4" DIAMETER ANCHOR BOLTS WITH 3/8" STEEL 19 3/8" X 11" DIA. STEEL PLATE W/6 14" X 6 14" OPENING. w9tA91m9 WASHERS (TYPICAL) SEE DETAIL A-3. 20 6" THREADED END, O9 X16 BARS TOP AND BOTTOM 12" O.C. EACH WAY (TYPICAL), 21 20" X 20" X 1 3/4" STEEL BASE PLATE. Facilities Planning And Design 106 Wiknet Rd., Deerfield, IL $0013 D 10 ANGLE 2 1/2" X 2 1/2" X 1/4". � (�Fl �_� 11 1 15/16" ROUND HOLE FOR 1 3/4" DIAMETER ANCHOR 2© LEVELING NUTS AND WASHERS. BOLTS. (4) WITH 3/8" STEEL WASHERS. 23 (8) 3f X 4" X 12" STEEL GUSSET PLATES. 12 4" ROUND HOLE FOR ELECTRICAL CONDUIT. ® 1 14" x 1 Y" STEEL TUBE. Camburas &Theodore, Ltd. kd techn I Ptenti g I bftftre I BvIneering 2454 E. Dempster St, Des Plaines, IL COLORS STRUCTURAL GENERAL NOTES Tel (W) 29&1525 Fox (W) 29MZM wwwcambur�°°" '°re•cn STRUCTURE CABINETS/RETAINERS: PFM DARK BRONZE 1) ALL ALUMINUM SURFACES IN CONTACT WITH STEEL FACES COLUMNS: DARK BRONZE ID PANEL: SHALL RECEIVE ONE COAT OF BITUMASTIC PAINT. 2 ALL STRUCTURAL STEEL SHALL BE ASTM A-36. PROJECT NAME WALGREENS 3M PANAFLEX SIGN FACE WITH 03630-53 "CARDINAL RED" BACKGROUND, SCRIPT "W", AND INNER SURFACE 3� ALL STRUCTURAL STEEL SHALL COMPLY WITH THE AISC MANUAL, LATEST EDITION, 4) ALL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST NEC PINE STREET. A BROADWAY ST. MONTICELLO, MN OF MORTAR, OUTER SURFACES OF MORTAR & PESTLE AND SCRIPT 'WALGREENS' COPY TO BE WHITE. INHIBITIVE PAINT. DRAWING TITLE 5) TOTAL SIGN WEIGHT = 2300 LB. (INCLUDING ALL LED READER BOARD PYLON SIGN AND DETAILS THE MORTAR AND PESTLE SYMBOL: T-8 1/4" OVERALL SYMBOL HEIGHT AND W-11" STRUCTURAL SUPPORT MEMBERS), 6 DESIGN WIND PRESSURE = 3D LB./SQ. FT. STORE: ® NEW 0 REMODELING BUILDING: ® NEW O EXISTING OVERALL SYMBOL WIDTH. 7 MINIMUM CONCRETE STRENGTH TO BE 3000 P.S.I. 8 REINFORCEMENT STEEL TO BE ASTM A-615 GR 60. DINGS./SPECS BY: ®LANDLORD'S CONSULTANT O WALGREENS' CONSULTANT "WALGREENS" EXTENDED SCRIPT COPY: V-1 3/4" CAPITAL AND B" LOWER CASE LETTER 9 ALLOWABLE SOIL PRESSURE 2500 P.S.F. CONSTRUCTION BY: ®LANDLORDS CONTRACTOR [] WALGREENS'CONTRACTOR B HEIGHTS. V-6 V OVERALL COPY HEIGHT, W-11" 10 SIGN AND FOUNDATION MUST CONFORM TO LOCAL BUILDING CODES, WIND AND SOIL REQUIREMENTS. SEAL DATE PROJECT NO. OVERALL COPY LENGTH. 412312010 G0610 LED READERBOARD PANEL OPTIONS: DRAWN BY: STORE NO. ■ 2'-4" X 8'-4" (ALTERNATE OPTION): A6 13930 TWO SINGLE -FACED DISPLAYS WITH RED LED PIXELS. THE 2'-4" CABINET HEIGHT ALLOWS FOR TWO TO DRAWING NO. FOUR LINES OF COPY. HIGH RESOLUTION (APPROXIMATELY ,71) WITH SHADING, I HEREBY CERTIFY THAT THESE Y CERTIFY HAVE BEEN PREPARED UNDER NY DIRECT SUPERVISION, AN), THAT I AM A DULY A REGISTERED ARCHITECT UNDER THE LAWS OF �. THE STATE OF ILLINOIS AS S"[D BY MY HIND AND BY MY SEAL. 9 1n 11 19 ,2 4.4 4c SIGN AREA SUMMARY ID PANEL: 67.34 S.F. READER BOARD PANEL: (8'-4" X 2'-4") 19.44 S.F. TOTAL SIGN AREA: 86.78 S.F. l 4 b / 8 -------------------------------------------------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 I , , , 1 + 1 91 10 11 12 1 13 1 14 1 15 1 -----s----------------; 1 1 1 --- _ + 1 + Q• , 1 , 12'4" NOTES BOX SIGN SIGN SPECIFICATIONS SIGN ASSEMBLY AND EXPEDITOR KIEFFER & CO. 877-543-3337 SCALE: 1i2" ■ 1'-0" r N ENTRANCE TOWER MORTAR AND PESTEL PLACEMENT M EQ. 5'-5/q" R.O. EQ.O O �PHARMA.Cy' ❑ BRONZE RETURNS W/ LIGHT BACKGROUND 19.1 S.F. [WHITE RETURNS W/ DARK BACKGROUND RED 02793 PLEXIGLAS FACE HELVETICA MEDIUM CHANNEL LETTERS. PRE -FINISHED METAL, ALUMINUM FILLER. BACKS OF LETTERS .125 ALUMINUM PLATED. FOR ELECTRICAL DATA k DETAILS, SEE SPECS. PROVIDE (1) 15 AMP CIRCUIT ON TIMER FOR EACH SIGN, "DRIVE THRU PHARMACY." ®(���%� THRU HMELVETICl1 CONDENSED q oo I „ 6.0 S.F. COPY 4/ CAPITAL LETTER O Q�O'UGg1�I�IIA�v HEIGHT;3�-5" OVERALL COPY LENGTH (EACH LINE). 1 4'-0" L SIGN CABINETS FROM .063" THICK DARK BRONZE FINISH ALUMINA 2" WIDE CABIN RETURNS. C.W.H.O. FLUORESCENT LLUMINATION. SIGN FACES: 97328 WHITE IMPACT RESISTANT DR ACRYLIC WITH 3M •3630-53 "CARDINAL RED" TO REMAIN WHITE, 4'-0".60 "EXIT. HEIYETICA MEDIUM SURFACE APPLIED VINYL FLM BACKGROUD; COPY 6.0 S.F: COPY: 10" CAPITAL LETTER 1. (�hIERN. CONTRACTOR A THIS CONTRACTOR SHALL COORDINATE ALL WORK.DTIFY ELECTRICAL CONTRACTOR k SKI CONTRACTOR AS SOON AS POSSIBLE AFTER SICK WALL OR STRUCTURE S IN PLACE. GENERAL CONTRACTOR SHALL NOT CLOSE BAG( SIDE OF WALL UNTIL ELECTRICAL CONTRACTOR I SIGN CONTRACTOR HAVE COMPLETED THEIR WORK. B. CONCEALED SIGN SUPPORTS: GENERAL CONTRACTOR SHALL PROVIDE CONCEALED CONTINUOUS WOLMANIZED STRUCTURAL GRADE WOOD SIGN SUPPORTS WHERE STUD OR RAFTER TYPE FRAMING OCCURS. 1. WHERE SCRIPT SIGNS ARE SHOWN, PROVIDE 2 CONCEALED 2 x 6 MEMBERS AT TOP AND BOTTOM OF SCRIPT FOR ALL SIGNS UP TO 20 BYE SCRIPT SIGNS OVER 20 BY4 PROVIDE 2 CONCEALED 2 X 8 MEMBERS AT TOP AND BOTTOM. O 8 TO REMOTE POWER 12 13 SOURCE LOCATED 11 IN CONTROL ROOM TYPICAL SECTION THROUGH SIGN o T-9" � � -� _� _ ■ n j S.F> ❑BRONZE RETURNS W/ LIGHT BACKGROUND L .4 K J _ _ _ _ - _ _ � HEIGHT; 2'-6" OVERALL 2. N/A - -CrLING - N WHITE RETURNS W/ DARK BACKGROUND COPY LENGTH M 3. WHERE INDIVIDUAL LETTER SIGNS ARE SHOWN, PROVIDE 2 CONCEALED 2 x 6 MEMBERS TOP AND BOTTOM OF SIGNS. M-9 CHANNEL LETTER L.E.D. SIGNS 2. ELECTRICAL CONTRACTOR, 4$-0" THI1 19SCONTRACTOR SHALL PROVIDE ONE THE BACK SIDE OF SIGN WALL.ELECTNRICALLECTRIC CONTRACTOR�SHALLDFEEDSL AND PROVDECO DUIT; O ELECTRIC POWER SUPPLY CABLE TO FEED AND JUNCTION BOXES ALONG BACK SDE OF SIGN WALL PROVIDE JUNCTION BOXES = RUN CONCEALED BEHIND OR WITHIN d 2 FOR EACH LOCATION, APPROXIMATELY WHERE SIGN CONTRACTOR WILL PROVIDE CONDUT WIDOW MULLIONS WHERE POSSIBLE. HOUSING THROUGH WALL. PROVIDE ELECTRICAL SERVICE CAPACITIES AND CIRCUITS AS ATTACH STAINLESS STEEL SHOWN ON ELECTRICAL DRAWINGS. 12 - LEA A N E z O SUSPENSION CABLE TO CEILING L + 4+ STRUCTURE AS UNOBTRUSIVELY 03 3 a SIGN CONTRACTOR:.N ` AS POSSIBLE, A FOLLOW DRAWINGS I SPECIFICATIONS OF SIGNS AD USE TEMPLATES OF APPROVED Q ^ a O3 DIMENSIONS, CONTOURS, SHAPES AND WITH ELECTRICAL COMPONENTS AND CAPACITIES ILLUMINATED SIGN ' o AS SPECIFIED. I SIGN DATA: O TRANSPARENT STAND-OFF BUM B. SIGN CONTRACTOR SHALL FURNISH FOUR SETS OF SHOP DRAWINGS TO WALGREENS SIGN PANEL FROM .063" THICK ALUMINUM WITH a 4 WITH RUBBER TIP, AS REQUIRED. 4 FACILITES PLANNING DEPT. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. HEMMED EDGES. FACE TO BE YELLOW WITH 3" HIGH EQ. "EQ BLACK C. SIGN CONTRACTOR SHALL CONSTRUCT SIGN COMPLIANCE WITH ALL APPLICABLE BACKGROUND UND SURFACER MEDIUM CAPITAL LETTER COPY. N�5 ACE COATING TO BE 3M "SCOTCHLITE" WINDOW ELEVATION WINDOW GLASS SURFACE. 5 CODES AND ORDINANCES, AND ACCORDING TO U.L. SPECS. AND TO BEAR U.L. LABELS. REFLECTIVE FILM; YELLOW 0580-71. SUSPEND ON t`6 WALL CONSTRUCTION. NOT TO SCALE B SIGN CONTRACTOR SHALL OBTAIN ALL STATE AND MUNICIPAL PERMITS NECESSARY TO ONE LINK OF CHAIN FROM CANOPY CEILING. INSTALL SIGN(S), EXTERIOR INTERIOR K OWINDOW SECTION 4. SIGN INSTALLATION AT BULGING FACE WORK BY SIGN CONTRACTOR NOT TO SCALE A SIGN CONTRACTOR SHALL ESTABLISH CENTER LINE OF SIGN WALL. MEASURE LOCATION OF EACH ELECTRIC LEAD FROM K-9 CLEARANCE SIGN K-13 WINDOW SIGN INSTALLATION DETLS. HOUSING THRU 1Y4' GROUND HOLES. LET NTHREADED CODDUITTVPRtDJECTGTk CONDUIT AALLTI/,". B. SIGN CONTRACTOR SHALL PROVIDE A DISCONNECT SWITCH ON EXT. OF SIGN FOR EACH NOT TO SCALE NOT TO SCALE CIRCUIT TO COMPLY WITH STATE AND LOCA. CODES. EACH SIGN SHALL BE ACTIVATED BY APPROVED PHOTO CELL AND TIME SWITCH WITH MANUAL OVERRIDE SWITCH. ELECTRICAL CONTRACTOR TO FURNISH PHOTO CELL, TIME SWITCH AND MANUAL OVERRIDE SWITCH. _ WORK RESPONSIBILITY J FLOOR LINE OF TOWER O O Q Q - - -—� "WALGREENS" ON EXISTING PYLON - - - -SEE SHEET A5.1 ALL EXTERIOR BUILDING SIGNS SHALL BE FURNISHED AND INSTALLED BY WALGREENS - - - PRIMARY PANEL SIZE: SIGN CONTRACTOR. WALL FRAMING BY GENERAL CONTRACTOR *SIGN PLACEMENT IS BASED ON WINDOW HEIGHT. IF ROUGH WINDOW 7'-8" x 194" OPENING HEIGHT DOES NOT MATCH DIMENSION SHOWN, CONTACT ALL OTHER RELATED WORK INCLUDING SIGN SUPPORTS AND ELECTRICAL POWER SUPPLY WALGREENS FOR CORRECT PLACEMENT. 13 SHALL BE PER SIGN SPECS -THIS SHEET. 25' 1f " ALL FINAL CONNECTIONS MADE BY SIGN CONTRACTOR. LENGTH SIGN CONTRACTOR TO FELD VERIFY THE LOCATION OF SIGN ELECTRICAL FEEDS PRIOR H TO FABRICATING SIGNS.ELECTRICA. FEEDS MAY NEED TO BE LOCATED AT THE "TOP" OF THE INDIVIDUAL LETTER SIGNS IN ORDER TO CLEAR THE STEEL BEAM BEND, SEE H RED SCRIPT SIGN DATA SHEET A2.1 It SHEET A2.2,DETALS A -1i A -B. -------------------------------------------------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 I , , , 1 + 1 COMPUTATIONS FOR SCRIPT SIGNS + 1 _ 1 - , oPLN 1 � J d o----- 1 -----s----------------; 1 1 1 --- _ + 1 + Q• , 1 , 1 + 1 1 , ------ + 1 , 1 1 I 1 , 1 ' ; + , 1 + 1 i _ _ _ _ - _ _ � HEIGHT; 2'-6" OVERALL 2. N/A - -CrLING - N WHITE RETURNS W/ DARK BACKGROUND COPY LENGTH M 3. WHERE INDIVIDUAL LETTER SIGNS ARE SHOWN, PROVIDE 2 CONCEALED 2 x 6 MEMBERS TOP AND BOTTOM OF SIGNS. M-9 CHANNEL LETTER L.E.D. SIGNS 2. ELECTRICAL CONTRACTOR, 4$-0" THI1 19SCONTRACTOR SHALL PROVIDE ONE THE BACK SIDE OF SIGN WALL.ELECTNRICALLECTRIC CONTRACTOR�SHALLDFEEDSL AND PROVDECO DUIT; O ELECTRIC POWER SUPPLY CABLE TO FEED AND JUNCTION BOXES ALONG BACK SDE OF SIGN WALL PROVIDE JUNCTION BOXES = RUN CONCEALED BEHIND OR WITHIN d 2 FOR EACH LOCATION, APPROXIMATELY WHERE SIGN CONTRACTOR WILL PROVIDE CONDUT WIDOW MULLIONS WHERE POSSIBLE. HOUSING THROUGH WALL. PROVIDE ELECTRICAL SERVICE CAPACITIES AND CIRCUITS AS ATTACH STAINLESS STEEL SHOWN ON ELECTRICAL DRAWINGS. 12 - LEA A N E z O SUSPENSION CABLE TO CEILING L + 4+ STRUCTURE AS UNOBTRUSIVELY 03 3 a SIGN CONTRACTOR:.N ` AS POSSIBLE, A FOLLOW DRAWINGS I SPECIFICATIONS OF SIGNS AD USE TEMPLATES OF APPROVED Q ^ a O3 DIMENSIONS, CONTOURS, SHAPES AND WITH ELECTRICAL COMPONENTS AND CAPACITIES ILLUMINATED SIGN ' o AS SPECIFIED. I SIGN DATA: O TRANSPARENT STAND-OFF BUM B. SIGN CONTRACTOR SHALL FURNISH FOUR SETS OF SHOP DRAWINGS TO WALGREENS SIGN PANEL FROM .063" THICK ALUMINUM WITH a 4 WITH RUBBER TIP, AS REQUIRED. 4 FACILITES PLANNING DEPT. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. HEMMED EDGES. FACE TO BE YELLOW WITH 3" HIGH EQ. "EQ BLACK C. SIGN CONTRACTOR SHALL CONSTRUCT SIGN COMPLIANCE WITH ALL APPLICABLE BACKGROUND UND SURFACER MEDIUM CAPITAL LETTER COPY. N�5 ACE COATING TO BE 3M "SCOTCHLITE" WINDOW ELEVATION WINDOW GLASS SURFACE. 5 CODES AND ORDINANCES, AND ACCORDING TO U.L. SPECS. AND TO BEAR U.L. LABELS. REFLECTIVE FILM; YELLOW 0580-71. SUSPEND ON t`6 WALL CONSTRUCTION. NOT TO SCALE B SIGN CONTRACTOR SHALL OBTAIN ALL STATE AND MUNICIPAL PERMITS NECESSARY TO ONE LINK OF CHAIN FROM CANOPY CEILING. INSTALL SIGN(S), EXTERIOR INTERIOR K OWINDOW SECTION 4. SIGN INSTALLATION AT BULGING FACE WORK BY SIGN CONTRACTOR NOT TO SCALE A SIGN CONTRACTOR SHALL ESTABLISH CENTER LINE OF SIGN WALL. MEASURE LOCATION OF EACH ELECTRIC LEAD FROM K-9 CLEARANCE SIGN K-13 WINDOW SIGN INSTALLATION DETLS. HOUSING THRU 1Y4' GROUND HOLES. LET NTHREADED CODDUITTVPRtDJECTGTk CONDUIT AALLTI/,". B. SIGN CONTRACTOR SHALL PROVIDE A DISCONNECT SWITCH ON EXT. OF SIGN FOR EACH NOT TO SCALE NOT TO SCALE CIRCUIT TO COMPLY WITH STATE AND LOCA. CODES. EACH SIGN SHALL BE ACTIVATED BY APPROVED PHOTO CELL AND TIME SWITCH WITH MANUAL OVERRIDE SWITCH. ELECTRICAL CONTRACTOR TO FURNISH PHOTO CELL, TIME SWITCH AND MANUAL OVERRIDE SWITCH. _ WORK RESPONSIBILITY J FLOOR LINE OF TOWER O O Q Q - - -—� "WALGREENS" ON EXISTING PYLON - - - -SEE SHEET A5.1 ALL EXTERIOR BUILDING SIGNS SHALL BE FURNISHED AND INSTALLED BY WALGREENS - - - PRIMARY PANEL SIZE: SIGN CONTRACTOR. WALL FRAMING BY GENERAL CONTRACTOR *SIGN PLACEMENT IS BASED ON WINDOW HEIGHT. IF ROUGH WINDOW 7'-8" x 194" OPENING HEIGHT DOES NOT MATCH DIMENSION SHOWN, CONTACT ALL OTHER RELATED WORK INCLUDING SIGN SUPPORTS AND ELECTRICAL POWER SUPPLY WALGREENS FOR CORRECT PLACEMENT. 13 SHALL BE PER SIGN SPECS -THIS SHEET. 25' 1f " ALL FINAL CONNECTIONS MADE BY SIGN CONTRACTOR. LENGTH SIGN CONTRACTOR TO FELD VERIFY THE LOCATION OF SIGN ELECTRICAL FEEDS PRIOR H TO FABRICATING SIGNS.ELECTRICA. FEEDS MAY NEED TO BE LOCATED AT THE "TOP" OF THE INDIVIDUAL LETTER SIGNS IN ORDER TO CLEAR THE STEEL BEAM BEND, SEE H RED SCRIPT SIGN DATA SHEET A2.1 It SHEET A2.2,DETALS A -1i A -B. ELECTRONIC READERBOARD MANUFACTURER G DAKTRONICS: ASSIGNED TO THE STATES OF NOTE ARKANSAS, ILLINOIS, INDIANA, IOWA, OHIO, IF ROUGH WIDOW OPENING HEIGHT DOES WHEN 2X BLK'G. S USED BLOCKING LOUISIANA, MICHIGAN, MINNESOTA, MISSISSIPPI, NOT MATCH DIMENSION SHOWING,CONTACT OUT -TO -OUT DIM.IS EQUAL TO THE MISSOURI, AND WISCONSIN. EQ. 5'-2" EQ. WALGREENS FOR CORRECT PLACEMENT. LOWER CASE DIM. LED ILLUMINATION FOR WALL LETTERS: SLOAN GRAPHIC 1 EXTERIOR SCRIPT SIGN KEYED NOTES a g 5° 2 " J� O SIGN SUPPORTS - GENERAL CONTRACTOR SHALL FURNISH © RED FLAT TOP L.E.D. ILLUMINATION SEGMENT (TELEDYNE). 1 f, INSTALL SUPPORTS WHERE STUD TYPE FRAMING OCCURS. F E s� D 3 3t Ce = O N N (0 1 COMPUTATIONS FOR SCRIPT SIGNS ----------------------------------------------------------------------------------------------------------------------------------- RED PLEXIGLAS •2793 FACE SIGN TOP AREA LENGTH LOWER CAP W SQ. WT. CASE BOTT. FT. 9 1 2 3 4 RACEWAY MOUNTED LETTERS ARE STRICTLY PROHIBITED.AREA CONTACT EITHER JOHN BRADSHAW OR TED THEODORE Jr. AT CAMBURAS w THEODORE WITH ANY QUESTIONS. TEL. • (847) 298.1525 ------- AREA BOUDARY ;--- - - ----_______________________; ' I ' SIGN LENGTH G-1 WALL OPENING LAYOUT 25'-11%2" TM SIGN ASSEMBLY AND EXPEDITOR KIEFFER & CO. 877-543-3337 SCALE: 1i2" ■ 1'-0" r 149.80 S.F. BENJAMIN MOORE "DECORATOR'S WHITE". ALL PER SKETCH TO BE APPROVED 0 ROHM 6 HAAS •7328 WHITE IMPACT RESISTANT DR ACRYLIC. MORTAR It PESTLE TO ELECTRONIC READERBOARD MANUFACTURER G DAKTRONICS: ASSIGNED TO THE STATES OF NOTE ARKANSAS, ILLINOIS, INDIANA, IOWA, OHIO, IF ROUGH WIDOW OPENING HEIGHT DOES WHEN 2X BLK'G. S USED BLOCKING LOUISIANA, MICHIGAN, MINNESOTA, MISSISSIPPI, NOT MATCH DIMENSION SHOWING,CONTACT OUT -TO -OUT DIM.IS EQUAL TO THE MISSOURI, AND WISCONSIN. EQ. 5'-2" EQ. WALGREENS FOR CORRECT PLACEMENT. LOWER CASE DIM. LED ILLUMINATION FOR WALL LETTERS: SLOAN GRAPHIC 1 EXTERIOR SCRIPT SIGN KEYED NOTES a g 5° 2 " J� O SIGN SUPPORTS - GENERAL CONTRACTOR SHALL FURNISH © RED FLAT TOP L.E.D. ILLUMINATION SEGMENT (TELEDYNE). 1 f, INSTALL SUPPORTS WHERE STUD TYPE FRAMING OCCURS. F E s� D 3 3t Ce = O N N (0 1 , , � 1 + 1 ----------------------------------------------------------------------------------------------------------------------------------- 5' -7" 1 2 3 4 KEYED NOTES NOTE: V Z lil La_ 3 _ S m M z C ~ N trLu 0 1 1 I , 1 1 ' i , , , 1 , I I , ' Ot ALUMINUM PLATE PAINTED TO MATCH BENJAMIN MOORE "DECORATOR'S WHITE". MANUFACTURE AND INSTALL ENTRY WAY TM 1 1 1 1 + 1 , ________________________________--__-_____________________________________-_____________-________________________________ - - - , 1 I_. - - - - - _ - _. - - - - CEILING I 10 5 � TO OTHER W 7 LETTERS 3 2 1 BACK SDE OF WALL SHALL REMAIN OPEN UNTIL ALL ELECTRICAL ` SIGN WORK IS COMPLETED. REF.: SPECS ON THIS SHEET. O CONDUIT k HOUSING THRU WALL -SIGN CONTRACTOR SHALL 2 BE RESPONSIBLE FOR LOCATION AND INSTALLATION THRU WALL. REF.: SPECS ON THIS SHEET. OEXPANSIANCHOR" "L" CLIPS TO WALL SURFACE. USE ONLY HOR TOGGLE OR EPDXIED STUDO CLEAR SEALANT AT BUILDING FACE. 7 ,125 ALUMINUM BACK. o 8 "x t/ &' •6061 ALUM. CHANNEL MOUNTING CLIPS W/ " - IfX HEAD BOLTS W/ NUT It WASHER. TRIM CAP (Yj'm. COLOR TO MATCH RETURN. 10 SEE ARCHITECTURAL DRAWINGS FOR MATERIAL. 11 WELD -ON 40 AND RESIN BOD, 12 •8 S.S. FLAT HEAD SCREW. BULLETIN COMPLIANCE 13938 KEYED NOTES NOTE: DRAWING NO. Ot ALUMINUM PLATE PAINTED TO MATCH BENJAMIN MOORE "DECORATOR'S WHITE". MANUFACTURE AND INSTALL ENTRY WAY WALL GRAPHICS FOR ENTRANCE TOWER, 3 12> FLUORESCENT TUBE HOUSING RECESSED WITHIN WALL. BACKGROUND WALL TO BE PANTED BENJAMIN MOORE "DECORATOR'S WHITE". ALL PER SKETCH TO BE APPROVED 0 ROHM 6 HAAS •7328 WHITE IMPACT RESISTANT DR ACRYLIC. MORTAR It PESTLE TO THESE DRAWINGS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION, AND,THAT IAM A DULY REGISTERED ARCHITECT A A5m2 BE BEFORE CONSTRUCTION, FORMATTED WITH 3M 03630-53 "CARDINAL RED" SURFACE APPLIED VINYL FILM; INNER A-9 NOT USED ' ' 1 , , 8 TO REMOTE POWER 12 13 SOURCE LOCATED 11 IN CONTROL ROOM TYPICAL SECTION THROUGH SIGN .063 ALUMwOR AS O SPECIFIED BELOW. FILLER - REFLECTETTERIVE XRE RIOR (COL INTERIOR. ❑BRONZE RETURNS. ®WHITE RETURNS. O Ys" PLEXIGLAS. 13 PRE -DRILLED %" DIA DRAIN HOLE W/ SHADOW SCREEN. 14 JUNCTION BOX. SEE ELECTRICAL DWGS. NOTE: SEALANTS FOR OPENINGS ARE TO BE COMPATIBLE WITH THE MATERIALS THEY CONTACT. CONSULT FINISH MANUFACTURER FOR RECOMMENDED SEALANTS. ® MORTAR It PESTLE SILHOUETTE TO BE ROUTED FROM ALUMINUM PLATE. E THE STATE OF LLINOS SCALE: 112" ■ 1'"0" NOT TO SCALE ASSIGN IND BYHK SMY EAL. 1 ISSUE FOR MUMM IDAL REYIEII 4=10 No REVISIONS/SUBMISSIONS DATE O O i , , 1 , D-9 NOT TO SCALE CHANNEL LETTER L.E.D. SIGN DETAILS i Facilities Planning And DnsiSn 105 wlimot Rd., DB»fRdd, Tel (847) 940.2500 IL Msoo15 p 11.6 SF Camburas 8L Theodore, Ltd. ■ ArdkeCdrre I Planning I Interiors I Englneeing 2454 L Dempster St, Des PWrw,, IL TIM (B47i 298.1525 Fax (647) 296-0221 1 LINE OF WALL BEHIND WHERE SIGN IS ATTACHED. ' rl nnn , lur nr tn,vrn I The Pharmacy America Trusts • Since 1901' 0 00 www.camburasar4theodom.com C PROJECT NAME WALGREENS NEC PINE STREET. & BROADWAY ST. MONTICELLOP MN DRAWING TITLE EXTERIOR SIGN DETAILS STORE: ® NEW ❑ REMODELING BUILDING: ® NEW ❑ EXISTING DWGS./SPECS. BY: N LANDLORD'S CONSULTANT ❑ WALGREENS' CONSULTANT CONSTRUCTION BY: ® LANDLORD'S CONTRACTOR ❑ WALGREENS' CONTRACTOR B SEAL DATE PROJECT N0, 4/23/2010 00810 DRAWN BY: STORE NO. BANNER BY WALGREENS SIGN MANUFACTURER WINDOW OPENING 16'-U/?" WIDOW OPENING JB 13938 KEYED NOTES NOTE: DRAWING NO. Ot ALUMINUM PLATE PAINTED TO MATCH BENJAMIN MOORE "DECORATOR'S WHITE". MANUFACTURE AND INSTALL ENTRY WAY WALL GRAPHICS FOR ENTRANCE TOWER, 3 12> FLUORESCENT TUBE HOUSING RECESSED WITHIN WALL. BACKGROUND WALL TO BE PANTED BENJAMIN MOORE "DECORATOR'S WHITE". ALL PER SKETCH TO BE APPROVED 0 ROHM 6 HAAS •7328 WHITE IMPACT RESISTANT DR ACRYLIC. MORTAR It PESTLE TO THESE DRAWINGS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION, AND,THAT IAM A DULY REGISTERED ARCHITECT A A5m2 BE BEFORE CONSTRUCTION, FORMATTED WITH 3M 03630-53 "CARDINAL RED" SURFACE APPLIED VINYL FILM; INNER A-9 NOT USED A-12 CONSTRUCTION SIGN SURFACE OF MORTAR AND SCRIPT 'W' TO REMAIN WHITE. ® MORTAR It PESTLE SILHOUETTE TO BE ROUTED FROM ALUMINUM PLATE. UNDER THE LAWS OF The Pharmacy America Trusts • Since 1901' 0 00 www.camburasar4theodom.com C PROJECT NAME WALGREENS NEC PINE STREET. & BROADWAY ST. MONTICELLOP MN DRAWING TITLE EXTERIOR SIGN DETAILS STORE: ® NEW ❑ REMODELING BUILDING: ® NEW ❑ EXISTING DWGS./SPECS. BY: N LANDLORD'S CONSULTANT ❑ WALGREENS' CONSULTANT CONSTRUCTION BY: ® LANDLORD'S CONTRACTOR ❑ WALGREENS' CONTRACTOR B SEAL DATE PROJECT N0, 4/23/2010 00810 DRAWN BY: STORE NO. BANNER BY WALGREENS SIGN MANUFACTURER JB 13938 I HEREBY CERTIFY THAI DRAWING NO. THESE DRAWINGS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION, AND,THAT IAM A DULY REGISTERED ARCHITECT A A5m2 A-1 ENTRANCE TOWER DETAIL A-9 NOT USED A-12 CONSTRUCTION SIGN UNDER THE LAWS OF THE STATE OF LLINOS SCALE: 112" ■ 1'"0" NOT TO SCALE ASSIGN IND BYHK SMY EAL. 1 2 3 4 5 6 7 8 9 10 1 11 1 12 1 13 1 14 115 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE TRE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT DE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT Or THE ARCHITECT. COPYRICHT, CAMBURAS D THEODORE, LTD. .i IY J 1 U Ir a I yIU II IL IJ b.o b.0 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.0 b.o b.o b.0 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o to b.o b.o b.o b.o b.o b.o TO b.o b. b.o b.o b.o i b.o b.0 b.o b.o b.o b.0 b,o b.o b.o b.o b.0 b.o b.0 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o to b.o b.o b.o b.o b.o b.o b.o b.o b.0 b.o b.0 b.o b.o b.o N b.o o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.0 b.o b.o b.o b.o b.o b.o b.o b.0 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o to b.o b.o b.o .o b.o b.o b.o b.o b.o b.o b.o o b.o b.o b.o b.o b,o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.0 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.0 b.o b.o b.o b.o b.o b.o b.o b.o b.0 b b.o b.o b.o 0 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o to b.o b.o b.o b.o b.o b.o to b.o b.0 b.o b.o b.0 b.o b.o b.o b.o b.o b.o b.0 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.0 b.o b.0 b.o M b.o b.o b.o b.o b.o b.o b.o b.0 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.0 b.o b.0 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.0 b.o b.o b.1 b.1 b.o b.o to b.o b.0 b.o b.o b.o b.o b.o b.o b.o b.o to b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o to b.o b.o b.o b.o b.o to b.o b.o b.o b.o b.o b.0 b.o b.o b.1 b.1 b.1 b.1 b.o N�-0 S�fiR Et. or b -.o 9k9Vk-P I1XQ k-WAt.0 Ao b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o L b.o b.o b.o b.o b.o b.o b.o b.o to b.o b.o b.o b.o b.o b.1 b.1 b.1 b.1 b.2 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.o b.0 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.1 b.o b.o b.o to b.0 b.0 b.o b.o b.o to b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.1 b.1 b.1 b.1 b.2 b.3 b.3 b.3 b.4 b.3 b.2 b.1 b.1 b.1 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.1 b.1 b.o b.0 b.o b.o to b.o b.o b.o to b.o b.o b.o b.o b.o b.o b.o b.o b.o .0 .0 .1 .1 .2 .3 .3 .6 .5 .7 .8 .5 .3 .3 .2 .1 .1NO .0 .0 .o .o .o .o .0 .o .0 . .o b.o b.o b.o b.o b.0 0 b.0 b.0 b.o b.0 b.0 b.0 b.o b.0 b.0 b.1 b.1 b.2 b.3 b.6 b.5 b.7 b.9 b.8 b.9 b.7 b.5 .5 b.3 b.2 b.1 b.o b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.4 b.3 b>6 b.5 b.3 b.2 b.1 b.0 b.0 b.0 b.0 b.0 K b.0 o b.0 b.0 b.o b.o b.0 b.o b b.1 b.1 b.1 b.2 b.3 b.5 1.0 1.0 1.5 1.9 1.5 b.8 1.1 11.0 .7 b.4 b.2 b.0 b.0 b.o b.o to b.0 b.o b.0 b.0 b.0 b.0 b.6 b.7 b.6 b.6 b.4 b.4 b.o b.o o b.o b.o .0 -•__.._..__._.__..--.-----•-•---•_•_-.._.._.._PROPERTY_ LINE _-.._e._.e_.._.._.._..- ._.._._•._.._-•-----._.._..__._.__.._-__.._.._.._.._.._.._.a_----------------_--•--.•-_•_•-- PROPERTY LINE -_.._.._..___•-----___.__._..._..--•--._.. b.o o b.o b.o b b.o b.o b.o 1 b.1 b.1 ,6.2 �?i3 b". -6-, b. *z.o l.s ,9 b.4 b.o b.o b.o b.a b.o b.o b.o b.o b.o b.o b.o.0 1.2 1.9 l.o b.s l.o b'. _6' b.o to b.o b.o.o b.0 0 b.0 b.0 b b.0 b.0 b.0 1 b.1 b.2 b.3 b>5 b. 1. +3 5 + .2 .3 .6 11.5 +3.5 >1 J1Z.0 11.5 11.8 11.7 b.0 b.0 P.0 b.0 .o b.0 b.0 .0 i i b.o I o b.o b.o b b.o b.o b.o b. b.1 b.2 b.4 b: 1.3 b. 3 +4.3 .0 V1 B.8 +4.6 .4 '�.o 10 +4.5 $.8 o b.o b.o b.o Vo b.o .o b.o b.o .0 b.o 11 o b.o b.o b b.o b.o b.1 b.1 b.2 b.3 b.5 b` .2 b.3 *7.3 12.1 11.8 b.3 +4.0 1.9 1.9 10 3 b.o lb.o b.o b.o 10 Ln i b.o t o b.0"'b.o b. 3 b.o b.o b.1 b.1 b.2 b.4 b.8 1. .8 +7.2 11.1 0 i2.3 b.9 +4.5 .2 z1-WM-7 b•5 + 0 b.o .o b.o b.o .o % Z-1-5 to I o b.o',`%.0 b b.o b.o b.1 b.1 b.2 b.4 b.8 T� . 0 + .5 b.4 12. s.2 $.4 3.2 18.4 b.6 + 1 PROPOSED � b.o .o b.o b.o lio PROPOSED H COMMERCIAL b.0 I 0 b.A.0 b. 0 b.0 b.1 b.1 b.2 b.4 b.6 11.0 11i` �-'ta.6 t3.7 111.6 P4.9 15.8 10,1 b.1 L4 t.7 b<9 t 4 BUILDING 'A' b.0 .0 b.0 b.0 0 i b.0 I o b.o b.o b.0 b.o b.1 b.1 b.2 b.4 b.7 1.2 ' .6 .0 b.7 17.6 - r- -'"-.-a b.6 b.1 +3.2 .4 .4 b.9 11.8 t 1 b.o .o b.o b.o 0 i b.0 t 0 b.0,0 b. o b.1 b.1 b.i b.2 b.4 b.7 11.0 11.2 +3.1 +4.6 +4.8 t. 7.6.7 +4.4 15�0 X5.3 ,8 +7.6 1f0.2 4 b.1 ,1 b.j b.o 0 i Q b.0 o b.0 a).0 b.0 b.1 b.1 b.2 b.4 b.7 b.9 }i *1.1 }S.1 12.4 b.7 +3.8 +4.8 +4.2 +4.9 +4.0 +5.4 .1 b.1 b.8 +4.7 b.3 .2 b.f' b.1 1 a Z1-WM-61101iR b.o 0 b.0 'b.0 b.0 b,1 b.1 b.3 b.4 b.7 11.0 11.5 11.7 12.5 +3.1 +4.2 +4.7 +4.3 +4.1 +3.5 12.9 .2 .9 +7.8 b.3 +3.3 11.6 12.4 4 b.8 .5 b.� b.2 1 I- i ry b.o 0 b.o 3.0 b.1 b.1 b.1 b.3 b.5 b.7 1.1 1. 2.3 11.6 +3.0 +5.4 +4.3 *3.6 +4.1 +3.7 b.1 12.9 .5 t3.8 +7.1 +3.1 +3.0 12.7 1.7 11.0 .7 b. b.3 W b.0 b.0 �b.0 b.1 b.1 b.2 b.3 b.5 b.8 11.2 1.1 .4 *3.7 +3.9 +4.4 +3.9 +5.7 +4.0 + 0 +3.8 .7 +3.5 *3.0 .1 .5 .0 .2 .1 .1 .9 .4 .0 .9 .8 {7.7 t.8 .7 +4.8 +3.4 1. .8 b.� b.4 b _ W W b.o b.o .o �P.o b.1 b.1 b.2 b.3 .2 b.9 b.0 . +3.8 +4.4 't 4.7 +3>4 11.9 +3.4 +4.7 b.7 t.0 b.8 11.7 11.5 +4.8 b.9 +7.5 b.9 t.6 +4.7 .8 1.8 1 b.�b.4 b r b.0 b.0 .0 'u--b.o b.1 b.1 b.2 b.3 b5 b>7 1.5 119 b.2 b.s.9 13,6 b.3 b.8 +4.6 b.3 b.1 13.8 10.1 b.4 +7.4 +4.5 +3.8 +4,4 {7.4 b.3 t3.8 b.4 +7.7 +4.7 +3.3 +3.3.4 13.2 10.5 110.3 b.4 +7.1.9 11. 3 b.8 b.5 b I b.0 b. b.0 ?.0 b.1 b.1 b.1 b.2 b 4 b.6 1.1 12;4 15.2 .8 11.2 10.4 #!.8 +4>8 +3.8 +4.3 .9 t3.9 11,0 b.5 .6 +3.9 +5.0 #3.5 .0 b.2 10.9 13.9 +7,1 +4.1 12,8 12.9 +4.2 +1.5 111.0 111.5 tl.7 b.4 'S.5 11. 1 b.6 b.3 b b.o 0 b.o q�.o b.0 b.1 b.1 b.2 .3 b.5 1.0 11'0 +4.1 1 1.t 0.4 +7.0 +4.0 11.9 +3. t. b 7 .8 .6 .8 +3.3 11.3 11. +4. b. {1 8 1 .1 .4 .5 1'1.1 12.2 +3.2 b.1 10 0 6 2 b.3 .7 1.3 .7 b.4 b.2 b. X-1-3 X-1- -1-1 r i ! 1 b.0 0 b.0 il.o b.0 b.0 b.1 b.1 b.3 b.5 b.9 1.� +4.1 _ + + .8 b.7>6 1.2 .6 b.4 b.2 b. M -- #� {� I {� b.o o b.0 b.o b.o b.o b.0 b.1 b.1 X-1-4 PROPERTY LINE .1 .7 .9 .5 8 1 a .6 .SPR PF„�tTY O�INE B8 �9 .5 1.3 b.6 b.3 .1 b.1 b.o U. �j b.o o b.o b.o b.o b.o b.o b.o to b.2 b.2 b.2 b.1 �� b.1 b.1 b.2 b .2 .2 .1 .1 .1 .1 .2 .3 .3 b.3 b 2 b.1 b.1 0 b.o b.o b. b.0 t 0 b.0 b.0 b.o b.o b.0 b.o b.0 EXISTING b.1 b.1 b.1 b.1 b b. o b.1 b.1 b 1�-b.o . 0 b.0 b.o �b. ADJACENT -XN _ b.o o b.o b.o b. b.o b.o b.o b.o b.o B U I D I N G b.o b.o b.o b.o b. b�iXoT Ibl.� b EXISTING .0 • .o o b.o b.o b. b.o o b. b o .o .o b. b.�b.o XN AD J A� E N T o b o o b o \ b.o b.o b.o b.o b. b.� id.�e b- _ ADJACENT bon b,en o b.� b.o b. BUILDING 1\1 IN b.o o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o ,o b.o b.o b.o b. b.o b.o t o b.o b.o b. b.o o b.o b.o b.0 b.o b.o b.o_1 b.ob.o b.o b.o b.o 4 b.o b.o b.o b. b.o b.o b.o b.o b.o b.o b.o b.o b.0 b.o b.o b.o b.0 o b.o b.0 b. Luminaire Schedule Label Symbol QTY Catalog Number Description Lamp Lumens LLF Wattage MH Orientation Tilt KSF2 400S R4W SHOEBOX AREA LIGHT WITH R4W OPTICS. ONE 400 -WATT CLEAR ED18 42000 0.72 1344 2. Please refer to the "luminaire locations" table for mounting heights. 2 X-1-2 -280.97 -34.17 25.00 TO SP09 (1.2511 SPACER) USING CMH400/U/830/R CERAMIC META. HALIDE, 3. Product information con be obtained at www.Lithonia.com or 3 X-1-3 -199.06 -34.06 25.00 Z-1 ~ 1 AD-L/LP LAMP OPERATED BY ADVANCE 400 SODIUM HORIZONTAL POS. 25.00 1 -90.00 0.00 1 Z-1-5 -344.02 90.38 25.00 25.00 BALLAST. 0.00 3 Zt-WM -141.14 43.25 20.00 20.00 a 0.00 KSF2 400S R4W SHOEBOX AREA LIGHT WITH R4W OPTICS. ONE 400 -WATT CLEAR ED18 42000 0.72 448 Z 1- 1 TO SP09 (1.25" SPACER) USING CMH400/U/830/R CERAMIC META_ HALIDE, W M 2 LAMP OPERATED BY ADVANCE 400 SODIUM HORIZONTAL POS. ® BALLAST. KSF2 400S R4SC SHOEBOX AREA LIGHT WITH R4SC OPTICS. ONE 400 -WATT CLEAR ED18 42000 0.72 1344 X-1 -► 4 (.75"SPACER) USING CMH400/U/830/R LAMP OPERATED BY ADVANCE 400 SODIUM CERAMIC META. HALIDE, HORIZONTAL POS. ®. BALLAST. Ern V SCALA P - 201 -Ow I SITE PHOTOMETRIC PLAN uminaire Locations Notes Avg/Min Location N/A Lot Summary ); 5.80 15.03 1.80 8.33 3.22 o. Label X Y Z MH Orientation Tilt 1. Readings shown are based on a total LLF of .72 at grade. 1 X-1-1 -357.93 -34.83 25.00 25.00 -90.00 0.00 2. Please refer to the "luminaire locations" table for mounting heights. 2 X-1-2 -280.97 -34.17 25.00 25.00 -90.00 0.00 3. Product information con be obtained at www.Lithonia.com or 3 X-1-3 -199.06 -34.06 25.00 25.00 -90.00 0.00 through your local agency. 4 X-1-4 -111.60 -35.50 25.00 25.00 1 -90.00 0.00 1 Z-1-5 -344.02 90.38 25.00 25.00 0.00 0.00 3 Zt-WM -141.14 43.25 20.00 20.00 90.00 0.00 3 1 Z1-WM -141.07 96.53 1 20.00 20.00 90.00 1 0.00 9 1 10 111 12 z ® U to W � (n _1 X x U m Li. _ 13- O 3. Q LJ cif O Q LTJ J 0`_ Z 77M< ®O QLLJ J = acs o0 o I x _I LJ O_ Lli < O LL F L�i-LLJ w M Cif LLJ v) ~ (!)F -LJ JF - r U U Socket Position / Optic Orientation UFr°ort Type R2/R3/R5 1Y -1/Y1 -VM' 'Y -2/Y2 -VM' 'Y -5/Y5 -VM' Frit �1 Type R4 V 'Z_1/Z1_WW rrcm t �O Type R4SC IX -1 / xi -VM' Statistics Description Symbol Avg Marc Min Max/Min Avg/Min Spill Light Summary -I- 0.90 15.00 0.00 N/A N/A Lot Summary ); 5.80 15.03 1.80 8.33 3.22 14 15 ® Camburas & Theodore, Ltd. Archrt cure I KoWng I Irrtertas I B*rwedng 2454 E. D n"v St, Des Plalaei, n Td (847) isa•W Fix (847) 2te4M www.camburasaadtheodore.com PROJECT NO. G0109 PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT ® LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS'CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE I BUILDING NEW, .,,...... ❑ REMODELING. . , , . Z NEW � . . a � I � + . � . ❑ EXISTING ..... RELOCATION . , . • , < El NEW SHELL ONLY ... ❑ L OTHERS... ... . . E3 SITE LIGHTING INSTALLATION INSTRUCTIONS (LUMINAIRES X -1,Y-1, Y1-WM & Z1 -w 1. WORK WITH DRAWING E0.1A. k 2. LOCATE LUMINAIRE ON THE DRAWING AND VERIFY LUMINAIRE CATALOG NUMBER, POSITION OF LAMP SOCKET AND DIRECTION OF ARROW. 3. PRIOR TO LUMINAIRE INSTALLATION, VERIFY THAT THE LUMINAIRE CATALOG NUMBER MATCHES THE CATALOG NUMBER SHOWN ON THE DRAWING. 4. ROTATE REFLECTOR UNTIL LAMP SOCKET IS PO- SITIONED EXACTLY AS SHOWN ON THE DRAWING. 5. VERIFY THAT THE ARROW STAMPED ON THE LITHONIA LUMINAIRE POINTS IN THE SAME DIREC- TION AS THE ARROW SHOWN ON THE DRAWING. 6, UPON COMPLETION OF INSTALATION, WALK AROUND THE PARKING LOT WITH THE DRAWING IN HAND TO VERIFY AGAIN THAT ALL LAMP SOCKETS ARE POSITIONED EXACTLY AS SHOWN ON THE DRAWING 7. FOR QUESTIONS, CALL WALGREENS FACILITIES PLANNING, DESIGN AND ENGINEERING. LITHONIA LIGHTING Project, WALGREENS -PINE STREET AND BROADWAY STREET EAST MONTICELLO, MINNESOTA Cie" t' NATIONAL ACCOUNTS STORE 013938 Scale, 1„20, Project O, ® 8000801OAl Dotal 04/15/10 Dir JIM EADS, LC 707,k, 0 O O , [ Facilities Menning And Design 408 Wilmot Rd., Deerfield, IL 60015 Tot (847) iso -2500 E 9 I I=0 IUK FOR AK90CIPAL REVIEW NO. DATE BY DESCRIPTION CONS REVISIONS CERTIFICATION AND SEAL STORE NUMBER 13938 PROJECT NAME WALGREENS PINE STREET AND BROADWAY STREET EAST MONTICELLO, MN DRAWING TITLE SITE ELECTRICAL PLAN CADD PLOT SCALE: DRAWING NO. DATE: EO. 1 A A SUPERSEDES 12/1/08 PLAN DATED: REVIEWED BY. OF DWGS. WSB & Associates, Inc. May 26, 2010 Infrastructure m Engineering ® Planning o Construction Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Walgreens Store — Plan Review City of Monticello Planning No. 2010-005 WSB Project No. 1494-36 Dear Ms. Schumann: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763 541-4800 Fax: 763 541-1700 We have reviewed the preliminary plat and project plans dated April 12, 2010, for the above - referenced project and offer the following comments: Sheet CLI — Site Pian A right -in (not a right-in/right-out as shown) access from CSAH 75 should be provided to prevent conflicts with the right turn into the development and to TH 25. 2. The drawings should be updated showing the right-of-way needed for the sight distance triangle at the corner of CSAH 75 and TH 25. In addition, it is our understanding that the site will shift 4 feet to the north to accommodate the proposed sign. Please update the drawings. 3. Consider extending the sidewalk to the east along the south side of River Street through Lot 1. It is recommended to extend the sidewalk along a portion or the entire length of Lot 3 adjacent to River Street and Cedar Street also. 4. Construction of the development will need to be coordinated with the proposed improvements along CSAH 75, TH 25, River Street and Cedar Street that is to be administered by the City. This includes removals, sidewalk and driveway placement, utility service extensions, paving, etc. Sheet C1.3 Preliminary Plat 1. Revise the drawings to show the revised proposed right of way along CSAH 75 and TH 25. 2. Identify the existing right of way on River Street. F.-Wgd SlPla ing&Dk 1opm wP1m d,,g Fil,,1201012010.005. Walg,e 's1PCCCILTR-n sdwmo-052610.do Ms. Angela Schumann May 26, 2010 Page 2 3. Are any easements proposed to be vacated with the development of the site? 4. It is unclear where the limits are of the south easterly 6 -foot drainage and utility easement on the site. 5. A sidewalk easement will be needed along TH 25 where the sidewalk encroaches outside of the right of way. This should be recorded at the same time as the final plat. 6. It is recommended to provide a sidewalk easement for the future extension of a sidewalk within Lot 3 along River Street and Cedar Street. 7. The drainage and utility easement on the east side of the site does not encompass the off site flow path to catch basin 2. The easement should be increased in with to allow for the storm water to be conveyed to the catch basin. 8. The easement over the storm sewer pipe on Lot 6 from catch basin 2 to the north should be increased in width. The offsite runoff to the structure indicates that this system should be entirely encompassed with a drainage and utility easement. 9. The emergency overflow route across the site from off-site parcels should be encompassed by a drainage and utility easement. The area of inundation to the overflow elevation of 927.1 is not encompassed by a drainage and utility easement. Sheet C2.1— Grading and Drainage Plan Summary The water quantity rate control requirement policy in the City's Comprehensive Water Resource Management Plan for the site is being met with the proposed design. The proposed discharge rates are less than the existing rates. 2. The water quality requirements for the site are not being met with the proposed design. The City's storm water plan does not include a regional basin downstream therefore on-site water quality treatment is required. The current plan did not request a waiver from the NURP requirement, and if a waiver is granted by the City the site would be required to meet the NPDES requirements. 3. The storm sewer system design meets the City's policy for the 10 -year event frequency capacity. The design does not use the rational formula to calculate the runoff rate as outlined in the City design manual. It is requested that the developer's engineer use the rational method for any future storm sewer system design calculations as outlined in the City design manual. 4. The preliminary plat for the site will require revision of the drainage and utility easements. F:OgelaSlPlannhg&DevelopmentTlannrng Fr1es1201012010.005. WalgmenslPCCCLT schaammr-052610.doc Ms. Angela Schumann May 26, 2010 Page 3 5. The grading plan provides 0.9' of freeboard from the building low floor elevation of 928.0 to the emergency overflow to the north at elevation 927.1. It is recommended that the freeboard to the low floor elevation be increased. Specific comments related to the construction plans are noted below: 1. The drainage and utility easements over the pipe from catch basin 2 and the emergency overflow route north from catch basin 2 should be increased in width to encompass the pipe and area of inundation. 2. The ultimate overflow elevation from the site is at elevation 927.1 at the north driveway. The proposed overflow elevation is 0.9' below the low floor elevation of the Walgreen's. It is requested that the freeboard to the low floor elevation be a minimum of 1' with adequate capacity in the overflow section. 3. The future right turn lane, sidewalk, and modified entrance on Broadway Street East (CSAH 75) should be shown on the plans. 4. Please provide soil borings and earthwork calculations for the site. 5. We have reviewed the boulevard grades along River Street with moving the site 4 feet further to the north. The resulting boulevard grades vary with an approximate maximum 4:1 slope. The City standard boulevard slope is 4%, however, to accommodate the development, it is recommended to waive this standard as a 4:1 slope is still maintainable. We also evaluated raising the elevation of River Street to lessen the boulevard slope, however there would not be a significant change with these slopes. Drainage Report 1. The drainage report should be signed and dated by a registered professional engineer. 2. The inlet report requires minor modification of the grate with from 2' to 1.5' for the 3246 castings on CB 1 and CB 2. It is not anticipated that this revision will result in a depth at the inlet that will exceed 0.3' as required in the design manual. 3. It is requested that in the future the developer's engineer use the rational method to design the storm sewer future as outlined in the City design manual. The design manual contains the rational method design variable and guidance. The current design using the SCS methodology is acceptable. Sheet C3.1— Utility Plan The storm sewer across the site from catch basin 2 north to storm manhole 1 is not a private system. The storm sewer receives runoff from the parcel to the east. The word "private" should be removed from the storm sewer label. F. Ungel.Wla Mg&Deme/op—wTla UngRles1201012010.005. Walgme,,WCCCILTR- sch--,-052610.do Ms. Angela Schumann May 26, 2010 Page 4 2. The existing 12" and 15" storm sewer system off-site on the north side of River Street will need to be replaced to meet the capacity requirements for the site. It is anticipated that this system will be upgraded as part of the proposed road improvements on River Street East. 3. The watermain crossing of the storm sewer on the north end of the site could not be verified for separation without the utility profiles. The estimated clearance is less that 1.5' based on the grading plan elevations minus 7.5' and the storm sewer profile. It is recommended that the water main elevations be indicated at the crossing to meet City requirements. 4. The applicant should evaluate the need to extend utility services to Lot 3 at this time from River Street, since the street is proposed to be reconstructed in conjunction with the development. 5. The City will extend water and sewer services to the proposed right of way with their project. 6. Coordinate all watermain shut downs with the Public Works Department. 7. Verify fire hydrant locations with the City Fire Chief. No additional hydrants are required on the site as long as existing hydrants are within 150 -feet of building FDC's. In addition, it is assumed that the building will be sprinkled. 8. A utility excavation permit must be obtained from the Public Works department prior to commencement of utility connections. 9. Provide an as -built plan once construction is complete. Sheet C5.1— Demolition Plan It is assumed that the developer will complete all removals within their site up to the existing right of way of Broadway Street East, Pine Street (TH 25), and River Street. Removals within the existing road right of ways will be completed with the City project. These items should be identified on the plans and will need to be coordinated during final plan preparation. 2. The removal of the 12" pipe on the north end of site in River Street east will be plugged and or abandoned with the City project. Sheet A0.1 — Site Plan Revise the signing and striping plan to accommodate a right -in access from CSAH 75. F UngelaSO-ling& DeirlopmentIPlmnring Filesl?0101?0/0.005. Wa1gre 'slPCCCTTR- scG'ma 051610.Aoc Ms. Angela Schumann May 26, 2010 Page 5 Please provide a written response addressing the comments above. Final construction plans will need to be submitted, reviewed, and approved prior to building permit approval. In addition, the final plat must be recorded prior to building permit approval. Please give me a call at 763-287- 7162 if you have any questions or comments regarding this letter. Thank you. Sincerely, WSB & Associates, Inc. Shibani K. Bisson, PE Senior Project Manager cc: Bruce Westby, City of Monticello Bob Paschke, City of Monticello Steve Grittman, NAC skb F: WgeIAIPIm ing&Dn,,I pwWIPMdr gFiles1201012010.005. WalgreenYITCCCILTRa sch--n-052610.dm WALGREENS SITE PLANS Public Works/Engineering Comments ENGINEERING 1. The City's standard parking lot aisle width is 24'. The plans show 25' aisle widths. 2. The City's standard parking stall dimension is 9' wide x 20' long, which limits bumper overhang of public sidewalks. It appears our standard stall dimensions can be met by reducing the dimensions of islands and/or drive aisles. Parking stall lengths adjacent to private sidewalks can be reduced to 18' if the developer desires to do so. 3. A right-of-way excavation/obstruction permit must be obtained from the Public Works Department at 909 Golf Course Road prior to commencing any work within City right-of-way. 4. The 35' wide curb cut at East River Street does not meet City standards, but given its use as a service vehicle access this width is acceptable. WATER & SEWER DEPT Pg. Concern C1.1 Saw cut bituminous for capping 6 inch water tee for old water service for old Help Center. C1.1 Saw cut sidewalk to disconnect water & sewer for old movie theater. C1.1 Saw cut sidewalk to remove old sewer service for old Help Center — need to get into old building to verify. C2.1 Storm sewer; i.e. hooking up to which one? C3.1 Wet taps on 6 inch water main for 6 inch services. C3.1 Remove clean-out CO -1 less than 100 feet. C3.1 Could lose one manhole for sanitary service. C3.1 Storm; i.e. storm to east of property goes to catch basin (beehive) behind theater removed and note replaced in plans. STREET DEPT 1. Turn lanes a. County Rd 75 (Broadway) b. State Hwy 25 (E River St) 2. Sidewalks a. location b. widths 3. Snow removal & storage 4. Street light locations 5. Stoplight pole locations 6. Landscaping PARKS DEPT 1. Placement of Antique Mississippi River Bridge railing 2. Green space / Planter Planning Commission Agenda — 06/01/10 8. Community Development Director's Update. (AS B ufldi ng Department Report Permitting The commercial and industrial sectors are in full swing in terms of new building permits. We continue our work with IRT. We are waiting for their architectural plans. We hope through this process we can eliminate all of the traffic and parking concerns. Walgreens is still in the planning stage. Beef O' Brady's (Landmark Square) plan is ready and they are ready to start the remodel process. Blue Stone Grill (Edina Realty building) is progressing smoothly. General Rental's expansion is almost complete. Xcel Energy has submitted an application to build a guard house with a total finished value of $1.2 million dollars. This summer they anticipate building another addition worth $900,000. The residential permits are strong. A developer purchased all of the townhomes in Sunset Ponds. These units were standing empty for about three to four years. Of the nineteen units, they have sold 12 with a goal to sell the remainder by June 30th. Spirit Hills has some nice activity as well. A bank took over the eight-plex that has been standing at the framing stage for about 2 years. They have sold three of the units with hopes to sell the remainder by June 30th. They are almost completely done with the construction. We did have one new single family home start construction last week. Other activity such as basement finishes, decks, roofing and siding has been steady. Rental Units We continue to work with the landlords to complete inspections. As time allows we will continue to work with the attorney to follow up on the problem properties. Overall this process is going well. Public Nuisance It has been a challenge to streamline these ordinance violations. The department has decided to have Deb Ward work on all service requests from start to finish. We hope this will be more efficient. As the summer heats up, so shall the public nuisances. We continue to work with banks to get foreclosed homes into shape, as well. Community Development Report Government Access Channel The new Administrative Assistant, Kerry Burri, received training for data input onto the cable access programming. As such, the Planning Commission can expect to see their agenda cover posted to cable access beginning with the July meeting. Additional City -related programming, including videos and presentations will also be posted on a more regular basis. Planning Commission Agenda — 06/01/10 Rand Mansion — Adaptive Re -Use As noted previously, the Rand Mansion is being actively marketed for sale. It is listed on the National Register of Historic Places and represents a significant cultural asset for the community. A small group consisting of Mayor Herbst, Angela Schumann, Kitty Baltos, Megan Barnett, Merrill & Duffy Busch, their real estate agent Wayne Elam, and Chamber Director Sandy Suchy met on May 5th to discuss next steps in the process of assisting the Busch's find the best site owner/user for the Rand Mansion. The resulting action required follow-up in four possible use areas, with Wayne Elam and Sandy Suchy completing additional research and making contact with potential site users. Angela Schumann �is to provide additional site information (utilities, topography, zoning, transportation, etc.) and make contact with additional redevelopment professionals. It is expected that a second meeting to discuss the results of the follow-up will be scheduled for early June. The Busch's goal is to have the property sold by year's end. Zoning Ordinance Rewrite Due to the amount of productive feedback and comment coming in on the most recent draft, staff and MFRA have pushed back the review schedule for the code. Among the most valuable contributions has been the formation of an IEDC small group that has taken on the review of the industrial -related portions of the code. Staff has also received comments from WSB on the overlay districts. Additionally, Community Development and Building staff has gone through Chapters 1-4 of the code in detail. Staff will be consolidating all of these comments and providing them to MFRA on June 1 st. Then, on June 15th, the Steering Committee will review the two versions side by side to determine changes for next draft. Based on the above, and with the goal of providing the most complete draft to the public, staff has outlined the following revised review schedule: June 1St: Comments Due All comments on most recent draft due to MFRA. MFRA incorporates comments. June 15th - 5:00 PM: Steering Committee Review of new draft with changes. (Side by side review of most recent draft to draft with all comments from above incorporated) If possible, the Planning Commission may hold a separate PUD workshop at 7:00 that same evening. July 6th: Public Open House Public review of the draft code (exact format of the meeting has yet to be determined). Planning Commission Agenda — 06/01/10 July 26th - 5:00 PM: Joint Planning Commission/Council Workshop Planning Commission and Council will review the draft document in summary after public comments have been reviewed and incorporated. Final recommendations for changes are to be made at that time. August 3rd: Public Hearing 1 August 17th: Public Hearing 2 and Recommendation for Adoption A second public hearing at a regularly scheduled Planning Commission meeting. Bertram Chain of Lakes Events The Bertram Chain of Lakes Advisory Council held an open house on May 18th to present the concept plan for the regional park. The event featured informational tables for each of the Advisory Council subcommittees (Park Use & Programs, Athletic Complex, Technical and Friends) and a presentation by Wright County Parks Administrator Marc Mattice on progress to date. There were approximately 25 attendees and the Advisory Council was able to collect a good number of comment sheets. Staff will be compiling the information and presenting to the Advisory Council as well as City Council and County Commission. Additionally, staff and Advisory Council members continue to work on the written master plan document, which outlines the history, resources, proposed park improvements, reclamation and more. More information on that document will be provided with the next green sheet. Each Commissioner has been provided a small number of Family Fun Day event brochures for your own distribution/use. Hope to see you On June 12th at the park! As a final note, the City and County have both authorized the purchase agreements and MOU documentation to complete the Phase II purchase of 51 acres by June 30th. At that time, the City and County will own approximately 370 acres. A map is also attached for reference. Embracing Downtown Planning The Steering Committee meet on Tuesday, May 18, 2010 to discuss the 17 RFPs received. As a recap, the Steering Committee consists of the following individuals: CC: Tom Perrault and Susie Wojchouski, EDA: Bill Fair and Bill Demeules. PC: Charlotte Gabler and Bill Spartz, Parks: Larry Nolan. IEDC: Chris Kruse (Wes Olson — alternate), Downtown Rep: Doug Schneider, Sue Sciecichouwski (Steve Johnson — alternate). The Steering Committee decided to interview six consulting firms. It is anticipated these interviews will occur over the next two weeks. Hopefully, a consulting team will be on board by mid-June. 3 Planning Commission Agenda — 06/01/10 State Budget Impacts Under the budget approved by the State Legislature and signed by the Governor, the City's Utility Transition Aid was left intact and the City will receive the $421,515. The City's market value homestead credit, which would have been $257,815, was cut as part of the budget balancing approved by the State. The City's 2010 budget did include the $257,815 in market value homestead credit so there is no action needed to reduce the budget for this cut. The $421,515 utility transition aid was included in the budget in the Capital Revolving Fund for future equipment purchases. This was done because staff felt this could have been cut as part of the State balancing its budget and that the City could not rely on it to fund 2010 operations. So again no action is required at this time. On -Line Utility Payments The City is proud to announce the online utility payment service is now available at www.ci.monticello.mn.us. Sign up today! 2009 Comprehensive Annual Financial Report (CAFR) It appears staff is still on schedule to have the City's 2009 CAFR and audit report present to council at the June 14th meeting. This year will mark the first time staff has prepared the CAFR in-house, saving audit costs, and in a format to be awarded the Government Finance Officer's Association's Certificate of Achievement award, which should help the City in its attempts to receive a bond rating upgrade, which would lower interest costs on future borrowings. Summer Beer Tasting Dates Set Hi -Way Liquors has set the date for their Summer Beer Tasting as Friday, July 23rd 2010 from 6-8pm in the Mississippi Room of the Monticello Community Center. Tickets will be $15 and will be on sale at Hi -Way Liquors starting in mid-June. The tasting will consist of over 70 beers from around the world to sample along with a catered buffet and door prizes. S �� +. a ��^, 1� • '�l Sl . .o .. ',`• �.. �„'� ! � 4 a . '• �r �� :�t'yl'*f s �� fit' . ' ` ' •, � {� -_ , - -s v t AI 41 4* 1w4nt, �`.• � t sir' Sri,RUT r � • !�t, ,r •r '•' , *A, S 51.4Acres .♦ Yom.. �' ' /✓ '1T` - 2t. Ak mw +. _ •.... -.. '�. _. _. ., � :� •v •ate - �� y � . 1 ��N'AIIM�AIIM��h �MMbMAII�,;� `� AF it ' • r,.. , . �y� _ �, , .ri. ' � ` • "1 • Bertram Chain of Lakes Existing Regional Park Boundary N YMCA Owned wl ' 'E Parcel 5 - Purchase Option Wright County April, 2010 S, 2010 Acquisition Parks Feet(51.4 Total Acres -Land &Water) 0 400 soo 1,600 7 250.37 Acres -Total Project Area Created by: Wright County GIS, Office of the County Surveyor