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Home My WebLink About2016.08.25 PC PacketAGENDA HUGO PLANNING COMMISSION THURSDAY, AUGUST 25, 2016 HUGO CITY HALL 7:00 p.m. A. ROLL CALL (Arcand, Kleissler, Knauss, Lessard, McRoberts, Patzner, Rosenquist) B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. August 11, 2016 D. PUBLIC HEARING 1. Dennis Kelly — 10100 170th Street North -Variance and Minor Subdivision 2. Sprouts Pediatric Dentistry — PUD Amendment and Site Plan E. NEW BUSINESS F. OLD BUSINESS G. ADJOURNMENT If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651) 762-6304 or riuba(aa_)ci.hugo.mn.us, thank you. Minutes for the Planning Commission Meeting of Thursday, August 11, 2016 Chair, Kleissler called the meeting to order at 7:03 p.m. PRESENT: Arcand, Kleissler, Lessard, McRoberts, Rosenquist ABSENT: Knauss, Patzner. STAFF: Rachel Juba, Planner Rachel Leitz, Community Development Assistant Approval of Minutes for the Planning Commission Meeting of July 14, 2016 Commissioner Arcand made a motion, seconded by Commissioner Rosenquist, to approve minutes for the meeting of July 14, 2016. All Ayes. Motion carried. Lessard Abstained. Daryl Bolicek — Interim Use Permit Application for a Beer Brewing Operation Home Occupation Leitz presented on an interim use permit application for a beer brewing operation home occupation located on 40 acres at 9480 140th Street North. Leitz described the operation of the business and what can be expected on site. She stated that in rural areas of the city, there is more flexibility for approval of certain home occupations because they are less likely to negatively impact adjacent property owners and impact the character of the neighborhood than in the urban residential areas of the City. Leitz stated that the applicant is allowed exemptions on six general standards, since the property is located in the rural area, and he has asked for exemptions on three. The three exemptions include the use of the accessory structures, number of vehicle trips, and number of employees. Leitz also stated that there are seven criteria of approval that staff has evaluated with this application and noted it's in staff's opinion that the applicant meets the criteria. Leitz stated that the interim use permit shall be reviewed in one year and shall expire in two years, August 15, 2016. Leitz concluded by saying that staff recommends approval of the home occupation interim use permit application with the conditions listed in the attached resolution. Chair Kleissler invited the applicant to the podium to speak. Daryl Bolicek, 9480 140th St. N., approached the podium. He briefly talked about the process that will be occurring on site. He stated that he is very interested in being a part of the community and participating in community events. He described that he has future business plans and ideas for the brewery, but first wants to make sure they are creating a good product and focus on distribution. Commissioner McRoberts asked the applicant who maintains the part of his driveway that crosses the property that he does not own. Mr. Bolicek stated that he maintains it. Commissioner Lessard asked how many times per week he is expecting to have to pump the wastewater tank. Mr. Bolicek stated that he expects to have to empty the tank once or twice a year. Chari Kleissler opened the public hearing at 7:19 p.m. Planning Commission August 11, 2016 Page 2 Elizabeth Closmore, 9420 1401h St. N., approached the podium. She stated that she is the neighbor and owns the property that Mr. Bolicek's driveway goes through. She stated that Mr. Bolicek and she have been talking about the home occupation and her main concerns were the waste and traffic. She also asked if the mash would be hauled out in a large truck and if there are already farmers lined up to take that. Mr. Bolicek stated that the mash would be put into the bed of his truck and hauled off site. He also stated that he does have agreements with farmers who are interested in taking the mash. Ms. Closmore asked if someone is going to monitor the amount of traffic coming from the business and about the water use from the operation. Chair Kleissler asked staff if they would first address monitoring of traffic. Juba stated that the applicant will be required to sign the interim use permit, which lays out what is permitted on site. She stated that if there is a complaint filed regarding more business trips than originally permitted, then staff would investigate the issue. Chair Kleissler asked staff to address the water concern. Leitz stated that the applicant has indicated that the operation will use about 1,500 gallons of water per week. She said that the average residential home uses around 1,500 gallons per week, so it would be like adding one residential unit, which the applicant could do by splitting his property. Ms. Closmore stated that they have been very casual about the maintenance of the driveway and would like to talk further with Mr. Bolicek about maintenance responsibilities, especially with more traffic and some larger vehicles traveling on the driveway. Chair Kleissler closed the public hearing at 7:24 p.m. Commissioner McRoberts stated that he has no opposition to this home occupation or how it is proposed to be operated. He had questions regarding the ordinance standards and the flexibility given to applicants. Juba stated that within the code, it specifies that if a resident lives in the rural area, there may be exemptions from certain standards in the code. She stated that staff has worked with the applicant to put some parameters within the permit for these exemptions. She clarified that this request is not deviating from the code, as it does allow these exemptions. Commissioner McRoberts made a motion, Commissioner Rosenquist seconded, to recommend approving the interim use permit home application for a beer brewing operation with the conditions listed in the resolution and with a condition that if maintenance of the road is not clear within the easement agreement, it will be added to the interim use permit. All Ayes, motion carried. Temporary Family Health Care Dwelling Ordinance Leitz presented on the temporary family health care dwelling ordinance and gave a brief background. She stated that on July 14, 2016 the Planning Commission discussed the temporary family health care dwelling ordinance Planning Commission August 11, 2016 Page 3 and recommended opting out of the temporary family health care dwelling ordinance with a request that the Planning Commission review the current ordinances that are similar to the intent of the temporary family healthcare dwelling ordinance and make revisions, if necessary. She said it then went to the City Council on July 18, 2016 where they recommended staff to move forward with the process to opt out of the ordinance to provide temporary family health care dwellings. Leitz then discussed accessory apartments and accessory dwelling units, which are uses that staff feels meet the need for temporary housing. Leitz concluded by saying that the law goes into effect September 1, 2016 and automatically applies to all cities that do not opt out or don't already allow temporary family health care dwellings as a permitted use under their local ordinances. She stated that because the new law alters the City's level of zoning authority and the structures have the potential to change the character of the area, staff recommends opting out of the temporary family health care dwelling ordinance. Chair Kleissler opened the public hearing at 7:32 p.m. No one was in the audience. Chair Kleissler closed the public hearing at 7:33 p.m. Commissioner McRoberts made a motion, Commissioner Arcand seconded, to recommend opting out of the temporary family healthcare dwelling ordinance. All Ayes, motion carried. Adiournment Commissioner Rosenquist made a motion, Commissioner Lessard seconded, to adjourn at 7:34 p.m. All Ayes. Motion carried. Respectfully Submitted, Rachel Leitz, Community Development Assistant Agenda Number T tt CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Juba, Planner SUBJECT: Dennis Kelly. Minor Subdivision and Variance Request for 10100 17001 Street North. DATE: August 19, 2016 for the Planning Commission Meeting of August 25, 2016 COMPREHENSIVE PLAN: Agricultural (AG) ZONING: Agricultural (AG) REVIEW DEADLINE: September 11, 2016 (60 -days) 1. DESCRIPTION OF REQUEST: The applicant is requesting approval of a minor subdivision and variance of a 20 acre parcel located at 10100 1700i Street North. The minor subdivision will split the 20 acre parcel into a 15 acre parcel and 5 acre parcel. The variance is for the size of the 5 acre parcel, where the minimum lot size is 10 acres in the Agricultural (AG) zoning district. There is currently a house and accessory building that is located on the proposed 5 acre parcel. 2. CONTEXT: A. Surrounding Land Use and Zoning The property is currently zoned Agricultural (AG) and contains a single family home and accessory building on the westerly portion. The east half of the property contains floodplain and a large wetland. The surrounding properties are also zoned Agricultural (AG) and are large lots occupied by single family homes. There is a 5 acre lot and 15 acre lot directly to the south of this lot. B. Natural Characteristics of Site The property has varying topography with floodplain and wetlands on the eastern portion of the site. Kelly Minor Subdivision & Variance 4. LEVEL OF DISCRETION IN DECISION-MAKING: The City has limited discretion in approving or denying minor subdivision and property line adjustment applications. The City's discretion is limited to whether or not the proposed minor subdivision and property line adjustment meets the standards outlined in the Zoning Ordinance. If it meets these standards, the City must approve the subdivision. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a higher level of discretion with a variance because the burden of proof is on the applicant to show that they meet the standards in the ordinance. 5. ANALYSIS: A. Consistency with Ordinance Standards Minor Subdivision and Variance Lot Size The Agricultural (AG) zoning district requires a minimum lot size of 10 acres with a 300 foot minimum width and a minimum depth of 480 feet. The applicant is requesting to subdivide a 20 acre parcel to create a 15 acre parcel and a 5 acre parcel. Therefore, a variance is required for the creation of the 5 acre parcel. The proposed lots will meet the requirements with the 5 acre parcel having a 332 foot width and the 15 acre parcel having a 989 foot width after the minor subdivision. The 5 acre parcel will have a lot depth of 607 feet, and the 15 acre parcel will also have a lot depth of 607 feet after the minor subdivision. Variance Lor Lot Size The applicant is requesting to create a 5 acre parcel, where 10 acres is the minimum lot size required in the Agricultural (AG) zoning district. Staff used these standards to review the variance request and finds the following: 1. Law. The variance as requested ispermissible by law. The requested variance is permissible by law. 2. Practical difficulties. The applicant for a variance shall establish that there are practical difficulties in complying with the provisions of the zoning regulations The term "Practical Difficulties" as used in the granting of a variance means. Kelly Minor Subdivision & Variance a. Reasonable Use. The property owner proposes to use the property in a reasonable manner notpermitted by the Zoning ordinance and; The applicant is requesting to split the 20 acre property into a 15 acre parcel and a 5 acre parcel. The house and the accessory building will be located on the proposed 5 acre parcel, and with the exception of the lot size it still meets all zoning requirements. The applicants request to create a 15 acre parcel for a residential lot is reasonable. b. Unique Circumstances. The plight of property owner is due to circumstances unique to the property not created by the landowner and; The property is unique in that it is 20 acres allowing for a density of 1 dwelling unit per 10 acres, but the eastern half is not buildable due to wetlands and floodplain. In order to reasonably use the property to allow an additional dwelling unit, a variance is needed to create a 5 acre parcel on the west side. Because of the natural resources on the east half of the property, access from Keystone is not feasible without impacting the floodplain and wetlands. There is a small area that is not wetland on the east half along Keystone, but it does not meet soil requirements for a septic system. Therefore, in order to subdivide the parcel to allow for an additional dwelling, a variance is needed for a smaller lot on the western portion of the site. The applicant has stated that the parcel is uniquely set up for the proposed split because the house and accessory building is on the west side of the property. The proposed split will maintain conformance with setback and lot dimension requirements. C. Character of the Neighborhood. The variance, if granted, will not alter the essential character of the neighborhood. The property is in the Agricultural (AG) zoning district and located in an area that includes parcels that do not meet the minimum lot size requirement. The proposed split would result in lot widths larger or typical to a 10 acre lot. The subdivision would create two lots that will be visually consistent with the surrounding area and will not alter the character of the area. 3. Spirit and Intent. The granting of the variance would be in keeping with the spirit and intent of this chapter and with the policies of the city's comprehensive plan. The spirit and intent of the ordinance (lot size) is generally to create enough space for a dwelling, accessory buildings, sewage treatment systems, wells, driveways and other elements typically needed or found on large rural residential parcels. The applicant is requesting one of the lots to be 5 acres, where 10 acres is required by ordinance. The 15 acre lot will exceed minimum lot size requirement. There is enough room on both properties for the elements typically found on large rural residential parcels. The subdivision meets the spirit and intent of the ordinance. Kelly Minor Subdivision & Variance 4. Prohibited Use. The variance, if granted, shall not have the effect of allowing any use prohibited in the district. The variance, if granted, will not allow any prohibited use in the district. A minor subdivision that creates a residential lot is allowed in the Rural Residential (RR) zoning district. S. Hazard Consideration. The variance, if granted, shall not permit a lower degree of flood protection than required by this chapter. The variance shall be determined the minimum necessary, considering the flood hazard, to afford relief, and the variance shall not be issued within any designated regulatory floodway if any increase in flood levels during the base flood discharge would result. The property is located within a FEMA designated floodplain. The building area on the 15 acre lot will be out the floodplain. The applicant is not proposing to impact the floodplain or wetlands. 6. Septic and well compliance. The sewage treatment system and water system of the subject property is in compliance with city and state codes. The property is not served with municipal sewer and water. Washington County has approved their proposal for primary and secondary septic systems on the proposed 15 acre parcel. Utilities The property is currently outside of the Metropolitan Urban Service Area (MUSA), which means services are not currently available to the site or planned for the site in the near future. The Agricultural (AG) zoning district is an area identified as requiring installation of private well and septic systems until urban services are available. The proposed 15 acre parcel will have a new well and septic system. The applicant has submitted a soil test indicating that there is sufficient space on the parcel that is suitable for a septic system as well as an alternative septic location. The locations have been approved by Washington County. Gradin A grading plan will have to be submitted to the City prior to the issuance of a building permit for the proposed 15 acre parcel. The applicant shall demonstrate that the building site will comply with the City's regulations regarding building elevation related to groundwater and floodplain. The applicant is showing the lowest floor elevation, on the survey, and it will be verified at the issuance of a building permit. Kelly Minor Subdivision & Variance Streets and Access The proposed parcels have access to 174t11 Street North. Although there is an existing driveway to the proposed 5 acre parcel, a driveway is required by the Washington County prior to the issuance of a building permit on the 15 acre parcel. The applicant received an access permit from Washington County for the driveway for the 15 parcel. Park Dedication and Open Space Park dedication is required of all land subdivided for residential purposes. The applicant will not be dedicating parkland with this project, and would therefore be responsible for the parkland dedication fee, currently set at $2,404 per lot. The applicant is only responsible to pay for the creation of one lot prior to the recording of the minor subdivision. 6. STAFF RECOMMENDATION: It's in staff's opinion that the request meets all the items required for s minor subdivision and variance. Staff recommends approval of the minor subdivision and variance subject to the conditions listed in the attached draft resolution to the Planning Commission. ATTACHMENTS: 1. Location Map 2. Approving Resolutions 3. Washington County Septic System Letter 4. Washington County Access Permit Letter 5. Survey RESOLUTION 2016 - APPROVING A VARIANCE FROM THE LOT SIZE REQUIREMENTS IN THE AGRICULTURAL (AG) ZONING DISTRICT FOR DENNIS KELLY ON THE PROPERTY LOCATED AT 10100170th STREET NORTH WHEREAS, Dennis Kelly has requested approval of a variance to allow a parcel to be 5 acres, where 10 acres is required by ordinance for the property legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said request at a duly called public hearing on August 25, 2016, and recommends approval and; NOW, THEREFORE, BE IT HEREBY RESOVLED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Dennis Kelly a variance to allow a parcel to be 5 acres, where 10 acres is required by ordinance based on the following findings: 1. The requested variance is permissible by law. 2. The applicant is requesting to split the 20 acre property into a 15 acre parcel and a 5 acre parcel. The house and the accessory building will be located on the proposed 5 acre parcel, and with the exception of the lot size it still meets all zoning requirements. The applicants request to create a 15 acre parcel for a residential lot is reasonable. 3. The property is unique in that it is 20 acres allowing for a density of 1 dwelling unit per 10 acres, but the eastern half is not buildable due to wetlands and floodplain. In order to reasonably use the property to allow an additional dwelling unit, a variance is needed to create a 5 acre parcel on the west side. 4. The property is in the Agricultural (AG) zoning district and located in an area that includes parcels that do not meet the minimum lot size requirement. The proposed split would result in lot widths larger or typical to a 10 acre lot. The subdivision would create two lots that will be visually consistent with the surrounding area and will not alter the character of the area. 5. The spirit and intent of the ordinance (lot size) is generally to create enough space for a dwelling, accessory buildings, sewage treatment systems, wells, driveways and other elements typically needed or found on large rural residential parcels. The applicant is requesting one of the lots to be 5 acres, where 10 acres is required by ordinance. The I5 acre lot will exceed minimum lot size requirement. There is enough room on both properties for the elements typically found on large rural residential parcels. The subdivision meets the spirit and intent of the ordinance. Resolution 2016 - Page 2 6. The variance, if granted, will not allow any prohibited use in the district. A minor subdivision that creates a residential lot is allowed in the Rural Residential (RR) zoning district. 7. The property is located within a FEMA designated floodplain. The building area on the 15 acre lot will be out the floodplain. The applicant is not proposing to impact the floodplain or wetlands. 8. The property is not served with municipal sewer and water. Washington County has approved their proposal for primary and secondary septic systems on the proposed 15 acre parcel. ADOPTED by the City Council this 6t' day of September, 2016. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk PARENT TRACT PROPERTY DESCRIPTIOR (19.91 cCft$) The South Half of the Southeast Quarter of the Southeast Quarter (S 312 of SE 1/4 of SE 114) of Section One (1). Township Thirty -One 131) North. Range Twenty -One (21) West of the Fourth Meridian according to the United States Government Survey thereof. Washington County, Minnesota. PARCEL `A- (5.01 acres) The Westerly 332.0 feet of the South Half of the Southeast Quarter of the Southeast Ouorter (S 1/2 of SE 1/4 of SE 1141 of Section One (1). Township Thirty -One (311 North, Range Twenty -One (21) West of the Fourth Meridian according to the United States Government Survey thereof, Washington County, Minnesota. PARCEL 'B' (11.96 acraa) The South Half of the Southeast Ouarter of the Southeast Ouorter (S 112 of SE 1/4 of SE 1/4) of Section One (]).Township Thirty -One (31) North, Range Twenty -One (21)West of the Fourth Meridian according to the United States Government Survey thereof, Washington County, Minnesota: except the Westerly 332.0 feet of said South Half of the Southeast Quarter of the Southeast Ouarter tS 1/2 of SE 114 of SE 1/4). 1 hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that 1 am duly Registered Land Surveyor under the laws of t Stat of Me ata David D. Streitz, MN License No. 44124 I . Date 7Y]3 �'`� f N 00• LEGEMD# 50 0 Oenotes found iron monument RESOLUTION 2016 - APPROVING A MINOR SUBDIVISION FOR THE PROPERTY LOCATED AT 10100 170th STREET NORTH WHEREAS, an application has been filed by Dennis Kelly that requests approval of a minor subdivision for property located at 7131 132nd Street North. WHEREAS, the subject property is legally described as follows: See Attached WHEREAS, the Planning Commission has considered said request on May 9, 2013, and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the minor subdivision for Dennis Kelly, subject to the following conditions: 1. A minor subdivision is approved to allow the creation of a 5 acre parcel and a 10 acre parcel in accordance with the plans and application received by the City on July 13, 2016. 2. The property is subject to the development standards of the Agricultural (AG) zoning district. 3. This approval is contingent upon approval of the variance application for lot size. 4. The overall density of the 20 acres should remain at 1 unit per 10 acres. The 15 acre parcel shall not be further subdivided. 5. Prior to recording the minor subdivision: a. The park dedication shall be cash -in -lieu of dedication for a total of $2,400. b. A drainage and utility easement shall be dedicated to the City over an existing wetland within Parcel B. c. A 33 foot wide roadway easement shall be dedicated to the City along Keystone Avenue. 6. Prior to issuance of any building permit: a. A septic permit shall be issued by Washington County. b. The applicant shall provide a grading plan that reflects the current topography and proposed grading. c. The applicant shall demonstrate the building sites will comply with the City's regulations regarding building elevation related to groundwater and floodplain. Resolution 2016 - Page 2 d. The applicant shall demonstrate that the parcels are able to meet the Rice Creek Watershed District Rules. ADOPTED by the City Council this 6th day of September, 2016. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk PARENT TRACY PROPERTY DESCRIPTION (19.97 Oct") The South Half of the Southeast Ouarter of the Southeast Ouorter (S 112 of SE 1/4 of SE 1/4) of Section One (1). Township Thirty -One (31) North, Range Twenty -One (21) West of the Fourth Meridian according to the United States Government Survey thereof, Washington County, Minnesota. PARCEL 'A' (5.01 #Cres) The Westerly 332.0 feet of the South Half of the Southeast Ouarter of the Southeast Ouorter (S 1/2 of SE 1/4 of SE 1/4) of Section One (1), Township Thirty -One (31) North, Range Twenty -One (21) West of the Fourth Meridian according to the United States Government Survey thereof, Washington County, Minnesota. PARCEL '8' (14.96 #crss) The South Half of the Southeast Ouorter of the Southeost Ouarter (S 1/2 of SE 114 of SE 1/4) of Section One (1), Township Thirty -One (31) North, Range Twenty -One (21)West of the Fourth Meridian according to the United States Government Survey thereof, Washington County. Minnesota; except the Westerly 332.0 feet of said South Half of the Southeast Ouorter of the Southeast Ouarter (S 1/2 of SE 114 of SE 1/4). 1 hereby certify that this survey, pion or report was prepared by me or under my direct supervision and that I am duly Registered Land Surveyor under the lows of t Sta of M' eNota ."I X. David D. Streitz, MN License No. 84124 i Dote N 00• LEGENDe 50 0 Denotes found iron monument i Dennis Kelly Minor Subdivision and Variance 10100 170th Street N Site Map N W+E s IL �2110 v r At 149r - hshihgton r �5 co&ty July 19, 2016 Dennis Kelly 10100 170" St N Hugo, MN 55038 Department of public Health and Environment Lowell Johnson Director David Brummel Deputy Director 01-031-21-44-0001 RR: Soil Testing for Sewage System, Minor Subdivision, Parcel 01-031-21-44-0001 Soil testing conducted by Brian Humpal has been reviewed. There is suitable soil and area on the parcel for primary and secondary sewage treatment systems. The approved area is 150' X 100' and approximately 10' east of the proposed west lot line and 110' south of the north lot Iine. Disturbance by traffic or grading will void this approval so it is recommended that the area be protected during any future construction. If you have any questions, call me at (651)275-7283. Pete Ganzel Senior Envirotunental Specialist Encl.: site plan, boring log Cc: City of Hugo Government Center - 14949 62nd Street North --- P.O. Box 6, Stillwater, Minnesota 55082-0006 Phone: 651-430-6655 - Fax: 651-430-6730 - TTY: 651-430-6246 Servke Centers also located In Cottage Grove and ForestLake www.co.washington.mn,us Equal Employment Opportunity/ Affirmative Action V)� I f �I ti I � o Y I f M LU I b W O I 3 3 NI I C a t ~ ♦� rn I I w o I _� } -WPI I I w3 m* co m+co I f 1 L, tu r r w" I �z tu d - ;I wo LQ in Zt LU LU1 d _ Z ! qVN C I 0 koo ; .� qac; w o I o f �3 4 �w�%o rz Vl a,+ N _J Op V Q I k+ CA J f 'aJ Obi Qj d r7 of f< I Fm -► m+� f w T TI. g � , L j �yon G7 d� C.) -i a,w ---- �t .c5'co9 M .-Moz moos lom f w rn+ +nog Itnrn 4 vi N a m N � nj W I J M uj Ol vii Mi COW,°h,� f , ) "I z 3 _ �� w� H LO kn kk V, N w dLl mow_ f I �� w� M Awa w w r Z Z 2 � LU V1_ w w E O QZ L" N 3cn f I I z �� InLQ 1 ,z5'109 „c �� gno w 'Y N G D V o� 3 it. E x u W, Cl a V9 u � E LL 0 m g Elm a ii aeI v up E-0 _ w a s m n o $ °'a E, vi u A E9 �CL a .9 LL oc Su��'a dl stm°p V vowaQo ci CL CL CL d C ° �' e$ a y• b O g@ i-naa C N y Lu P �o •� E Chu IV m C O O °' N ul Q YY O ti ® W a � C 4IJ O C •- � O C '- 'G ++ O C� �7 N H gs° cin i c 9 •• 0, o O u M pp N g QP N r O 2 tA Ln d C4 O 0 (` tA J y N c •• r Q O O =' �1 m C _ *+ 'd a) O v aa, Q. V Lon s� 'Y N G D V o� 3 it. E x u W, Cl a V9 u A Ll � E LL 0 m g Elm a ii aeI v up E-0 _ w a s m n o $ °'a E, vi u A E9 �CL a .9 LL oc Su��'a dl stm°p vowaQo C a' O=�� 'k E °' m C ° �' e$ a 4p � �'' mmu •fig 5 C � g m C 5 m m A �q7 g@ i-naa ,g [7 u.m IS l9amavr� .5 "' D dme.y�[namd+ntan.m$in P �o •� E Chu C O O N O N ul Q YY O UP O Pe Y Ln r_c a � C 4IJ O C •- � O C '- 'G ++ O C� �7 +L•+ O C ••• s+ -0 c�so� M T c A Ll Wa�huoin, C() lunty -� July 8, 2016 Dennis Kelly 10100 1701" Street N Hugo MN 55037 JUL 1 Y.14..aLID-Ice-01 ` Public Warks Department Donald J. Theisen, P.E. Director i Wayne H. Sandberg, P.E. Deputy Director/County Engineer WASHINGTON COUNTY ACCESS PERMIT #2016-A-09 CHANGE IN USE OF EXISTING FIELD ENTRANCE TO A RESIDENTIAL DRIVEWAY ON COUNTY STATE AID HIGHWAY 4 (170TH STREET) IN HUGO Dear Dennis: Washington County has approved the Access Permit for a residential driveway using the existing field entrance on 170'" Street located approximately 700 feet west of Keystone Avenue. The following permit conditions also apply to the permit: • The access shall be located in the current location according to the drawing submitted. No changes or alterations may be made at any time without written permission from Washington County. This permit is not a guarantee or commitment that left turn movements or other aspects of egress and access allowed at the time this permit is issued will continue in perpetuity. The county may, in the future as conditions warrant, prohibit, regulate, or modify various traffic movements as to egress and access by means of signing, road modifications or construction, or geometric changes within the road system. • Culvert aprons shall be installed on the existing culvert. The County ditch slopes shall match existing slopes. • The driveway approach grade shall match the cross slope of the roadway for a minimum distance of 15 feet- • Where work on or near the roadway is necessary, proper signs, warning lights, shall be erected to protect traffic and workers. All traffic control devices and methods shall conform to the Minnesota Manual on Uniform Traffic Control Devices. This provision applies at all locations, including locations where vehicle parking is allowed on the shoulder. • All areas disturbed during construction in the right of way shall be restored and stabilized with proper erosion control, including temporary erosion control as needed, within 7 days and maintained until the new tun` is established. • No additional ponding shall occur in the County right-of-way. • No foreign material such as dirt, gravel, or bituminous material shall be left or deposited on the roadway during the work. If material is tracked onto the roadway, it must be removed immediately. • Class 2 fluorescent safety vests shall be worn when working in the road right of way. • Any change in location or use of the access requires a new Access Permit submittal with a site drawing. Please feel free to call me at 651-430-4313 if you have any questions. Sckjvi'&�- rely, Carol Hanson Office Specialist C: Nik Costello — Washington County Joe Gustafson —Washington County Ann Pung-Terwedo — Washington County Rachel Juba — City of Hugo 11660 Myeron Road North, Stillwater, Minnesota 55082-9573 Phone: 651-430-4300 • Fax: 651-430-4350 • TTY: 651-430-6246 www.r-o.washington.mn.us vlfARMON070K, (,[JNT% PUBLiC @fL()rKS D5PAlFTMEK"T 911112 .9 3f 91660 Myeron Road Ncrth a Stillwater, Minnesota 55052 TL17 yT Phone: (651) 430-;313 o Far: (659) <430-4365 APPLOCAT90W FOR STREET OR CSRWEWNY ACCESS PERG§41i T Attach a drawing of the property, present and proposed access and relation to the county road and any Permit No. ter" �gy CSAHICR Right -of -Way Municipality Storm Sewer Permit Fee iicani Address (Street, City, Zip) Tel. pTel. /d1') `y . Property Owners Address (Street, City, Zip) Tel. Legal Description of Property (abbreviate if necessary) and Street Address: Purpose of ❑Street Access: ❑Commercial ❑Field Entrance Is a Building to 3e constructed? ❑ No Will the OTemporary or Property ❑Platted or Distance from center of highway to front Building be: Xpermenent Is in: ❑Unplafted area ❑Subdivision of building: fee! No, of present >? ° c " Fact location of proposed urea, y t prop�rt , Exact location of present driveway to property driveways to property: ri e Date needed: — Estimated completion date: OPRCE USE ONLY %9 A deposit of $ , payable to Washington County Treasurer, in the form of a Company Check, Certified or Cashier's Check shall accompany the application and will be returned upon final acceptance by the County. No interest shall be earned or paid on this deposit. It is the responsibility of the permit holder to notify the Countv when the work is completed. Check No.__ . -- (1) (We), the undersigned, herewith make application for permission to construct the access at the above location, said access to be constructed to conform with the regulations of Washington County and to any special provisions included in the permit. It is agreed that all work will be done to the satisfaction of Washington County. It is further agreed that no work in connection with this application will be started until the application is approved and the permit issued. It is expressly understood that this permit is conditioned upon replacement or restoration of the highway to its original or to a satisfactory condition. It is further understood that this I it is issued subject to the approval of local city, village, or township authorities having joint supervision aver said street or highway. D' to Signature of Appli� - DO W07 WR07E SEa0W MS AREP ACCESS DRIVEWAY PERMIT AUTHORIZATION — PERpORMANCE REQUIREMENTS Asa condition of this permit, culvert is required: *Nes No Culvert Size max_, Culvert aprons required:' Yes :1 No Storm Sewer present: ❑Yes ❑Flo Locate by date: If the work is not completed by the date given on this application, the cost of completing unfinished construction by County forces may be deducted from the deposit. In the event that coristruction has not started by this date, this permit becomes nWI and void an the permit fee shall be forfeited and the deposit shall be refunded. , GA 7 J �/� . h .S`PFt?i16t PRr]4'lSir'SPdS• . `.. ,. D.#'�"�, .:i'i �< �� .� � tY �srl i+ , v� Permission is hereby granted for the construction of the driveway as described in this application, said driveway to be constructed in accordance with all regOatons of Washington County and subja t to the above requirements and special provisions. All uvork to be oNpleted by f �� Authorized Copies: ❑Applicant runty Public Works Department I3Coun:y Engineer OMunicipality Revised 9/2013 RPerm1te1Formst kWm Permit.doo PARENT TRACT PROPERTY DESCRIPTION t19.9T &Cres/ The South Half of the Southeast Quarter of the Southeast Quarter (S 1/2 of SE 1/4 of SE 1/4) of Section One (1). Township Thirty -One (31) North, Range Twenty -One (21)West of the Fourth Meridian according to the United States Government Survey thereof, Washington County, Minnesota. PARCEL 'A' (5.01 acres) The Westerly 332.0 feet of the South Half of the Southeast Quarter of the Southeast Quarter (S 1/2 of SE 1/4 of SE 1/41 of Section One (1). Township Thirty -One (31) North, Range Twenty -One (21) West of the Fourth Meridian according to the United States Government Survey thereof, Washington County, Minnesota. PARCEL 'B' (14.96 acresl The South Half of the Southeast Quarter of the Southeast Quarter (S 1/2 of SE 1/4 of SE 1/4) of Section One (1), Township Thirty -One (311 North, Range Twenty -One (21)West of the Fourth Meridian according to the United States Government Survey thereof, Washington County, Minnesota; except the Westerly 332.0 feet of said South Half of the Southeast Quarter of the Southeast puarter (S 1/2 of SE 1/4 of SE 1/4). 1 hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that 1 amduly Registered Land Surveyor under the laws of tSto of M' a ata David D. Streitz, MN License No. 44124 Date LEGEND - EASEMENT DETAIL (not to stole) 7.26' WEST LiNE OF S112-SL114-SE1/4 AGRICULTURAL EASEMENT AS PER DOCUMENT 928947 Note; Existing fence runs II along length of easement 1 I 1 SEE EASEMENT DETAIL I 1 CER TIFI CATS OF SURVEY for DENNIS KELLY SURVEY NOTESs 1. Property description as per document 3898202 2. 33' Prescriptive easement for Keystone Ave. Is assumed based on existing usage. The City of Hugo could provide no documentation. J. Area shown as Profected Wetland Is Identified as such by the Minnesota DNR and designated as 'Protected Wetlands Arco 82-223W' ♦` S 89.19'11" E 332.01' WEST LINE OF 5112•SE114-SE1/4 I a i f � HOUSE er n O 2.04' sa# I WETLAND AREA N 00.20'37" E 50.00' — O Denotes found Iron monument ♦ A. -I-1- --- O Denotes PLS section corner 7 — — 4. Location of the wetland boundary shown on this survey Is based on delinlation performed by Boproy Environmental Services LLC. 5. Centerline of utility easement was determined from power pole locations at the time of this survey. 6. PLS corner coordinates were obtained from the Washington County Surveyor's Office and verified In the field. S 89.19'11" E 959.90' NORTH LINE OF 51/2-SEI/4-SE1/4 ? A. PaE I PROPOSED BARN SEPTIC SITE 13.632 sq ft ai• WETLAND AREA r � I � 40 PROPOSED BUILDING \� LOCATION. LOW FLOOR ,! 1 ELEVATION • 986.4 I u PARCEL "A" I PARCEL "B" , b EAST LINE OF p 99y t 1 fs WESTERLY 332' S1/2-SE1/4-SEI/4 -S 00.20'37" W f 50.00' =------ ----------=-- ----------- WETLAND AREA F3 S 89.19'11•' E 33.00' ♦ ASSUMED 33' PRESCRIPTIVE ROAD E' A. A W F' 70' UTILITY EASEMENT =AS PER DOCUMENT 401970 ` / I A. -- -- C --- ----- --- - -- Al W Denotes 1/2 inch by 24 inch 7 v/N 89.18'43" W 332.01' steel rod set and marked by I S 89'18'43' E L license number 44124 1 1321.31' 18 INCH CORRUGATED METAL PIPE 1 FLOW LINE ELEVATION • 980.0 feet Denotes soll boring locations and ground elevation S DIRECTION OF FLOW WEST AI► Denotes protected wetland area 1 Denotes parent tract boundary �— Denotes property line 1 BASIS OF BEARINGS 4 N 89.18'43" W 989.30' — 50' ROAD EASEMENT AS PER SOUTH LINE OF SECTION ! WASHINGTON COUNTY HiGHWAY RIGHT OF WAY PLAT NO. 93 Denotes PLS line 12 For the purposes of this survey. the baits of bearing - - - — Denotes road right-of-way Is the Washington County Coordinate System (1986 adjustmentl. ------ Denotes easement boundary Elevations are based on the NAVD88 vertical datum. Denotes contour line - -. - _ - Denotes building setback line -mel-�- LOW FLOOR ELEVATION DATA# 1. Rice Greek Watershed District (RCWD) did not have an Ordinary High Water (OHW) elevation For this parcel 2. FEMA lists a Base Flood Elevation (BFE) of 983 feet 3. Modeled soli depth at boring BG near proposed building alts was at 10 inches. The elevation of that depth Is 982.4 feet JUL 13 2016 r BY:iG.010r16-014 EAST LINE OF SECTION I S 00.39'26" W 50.00' COUNTY HIGHWAY NO 4 (170th Street North) ♦ ti 1 +6 IS a12 7 z m ^ � {d q 3 N o � aG O O ! inch - 150 Feet 0 150 S 00.39'26" W 50.00' COUNTY HIGHWAY NO 4 (170th Street North) ♦ ti 1 +6 IS a12 7 z Agenda Number: D.2 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING .APPLICATION STAFF' REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Planner SUBJECT: Sprouts Pediatric Dentistry. Request for a PUD Amendment and Site Plan for "Victor Gardens South Village" for a dentist office on property located 14722 Victor Hugo Boulevard. DATE: August 17, 2016 for the Planning Commission Meeting of August 25, 2016 ZONING: Planned Unit Development (PUD) 60 -DAY REVIEW DEADLINE: November 5, 2016 (120 -days) 1. DESCRIPTION OF REQUEST: The applicant is seeking approval of a PUD amendment and site plan to construct a 4,520 -square foot bank building on Lot 2, Block 2, Victor Gardens South Village. The 1 -acre lot is located south of Frenchman Road (CSAH 8) and west of Victor Hugo Boulevard. 2. CONTEXT: A. Surrounding Land Use and Zoning The property to the east, south and west are all part of the Victor Gardens development. The surrounding uses in the Victor Gardens development include townhomes to the south and west and a retail center to the east. The property to the north across Frenchman Road (CSAH 8) is also part of the Victor Gardens development and is occupied by commercial uses. All the surrounding properties are zoned Planned Unit Development (PUD). B. Existing Site Characteristics The 1 -acre site has no wetlands and is buildable. The site has remained vacant for several years. There are several scrub trees on the property that will be removed with the development. Sprouts Pediatric Dentistry PUD Amendment and Site Plan Page 2 3. BACKGROUND: In July 2004, the City Council approved a PUD amendment and preliminary plat to be known as Victor Gardens South Village. The final plat was later approved by the Council in September 2004. The PUD standards are the same as the PUD standards approved as part of the original Victor Gardens PUD. The approved plat includes 4 commercial lots and 14 townhomes. However, no approvals were granted for the commercial lots. This lot was shown as a bank building on all previous plans. Therefore, the applicant must request approval of a PUD Amendment and Site Plan for the development of a dentist office building on Lot 2, Block 2, Victor Gardens South Village, the last commercial lot in the development. 4. ANALYSIS: A. Level of City Discretion in Decision -Making The City has a relatively high Ievel of discretion in approving PUD Amendment. A PUD must be consistent with the City's Comprehensive PIan. The City may impose reasonable requirements in a PUD not otherwise required if the City deems it necessary to promote the general health, safety and welfare of the community and surrounding area. The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with the Comprehensive Plan and Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. B. Consistency with Ordinance Standards The Victor Gardens PUD is a compact, mixed-use development consisting of residential, retail, office, and institutional uses. The proposed planning and design approach is commonly referred to as Traditional Neighborhood Development (TND). in short, the design concept includes 1) neighborhoods defined by public spaces, 2) a range of housing types, 3) street designs and pedestrian walkways that keep cars in perspective, 4) architecture that responds to its surrounding and local traditions, and 5) a mix of land uses to meet the daily needs of residents. Proposed Development The proposed dentist office building will be located in the middle of the site, along the public street with the main entrance to the building facing the parking lot to the east. The building layout is consistent with the principles of TND to create a pedestrian -friendly and attractive streetscape by bringing buildings up to the street edge and providing buffers between the parking areas and the street. Sprouts Pediatric Dentistry PUD Amendment and Site Plan Page 3 Setbacks The proposed development complies with the 30 -foot perimeter structure setback. The ordinance requires a 5 -foot parking setback from all lot lines and a 10 -foot parking setback from adjacent residential property. The proposed development complies with the setback requirements. Access and Vehicle Circulation The access into the site is from Victor Hugo Boulevard. The property lines for both this property and the Fairview property run down the middle of the private drive into the site. The two lots share drive aisles to access parking spaces. Per section 5 of the covenants for Victor Gardens South Village there are access and parking easements for the property. Per the development approvals, cross access and maintenance agreements are required for the shared drives and parking. Parking The ordinance requires 3 parking spaces plus 1 space per 200 square feet of medical office space for a total of 26 parking stalls. The plans show 21 parking spaces with 6 parking spaces shown as proof of parking. Staff of comfortable with the proof of parking shown and has added a condition that at any time deemed necessary by the City the applicant will be required to construct the proof of parking. Landscaping Section 90-181 of the City Code provides landscaping requirements for the development. The landscape plan includes the planting of 9 overstory deciduous trees, 6 coniferous trees, 14 ornamental trees, 83 shrubs, and several perennials, which exceeds the ordinance requirements. The applicant has done a good job providing landscaping between the parking areas and road. The boulevard plantings along Frenchman Road (CSAR 8) been installed. There are several existing trees that were planted with the development, along the southwest property line between the site and the townhomes. The Applicant will be required to provide protection measures for these trees during construction and replace any trees if damaged during construction. Trash Enclosures The PUD approvals for Victor Gardens require that the trash and recycling areas be designed internal to the building or as an integral part of the building. The applicant is showing the trash enclosure designed into the west side of the building. This complies with ordinance and PUD requirements. Mechanical Equipment Screening The PUD approvals for Victor Gardens require all ground -mounted mechanical equipment to be screened by walls designed and located to be aesthetically harmonious and compatible with the Sprouts Pediatric Dentistry PUD Amendment and Site Plan Page 4 principle building. The proposed mechanical equipment is located at the west side (rear) of the building. The applicant is proposing to screen the units by planting shrubs adjacent to the equipment. Screening the mechanical equipment with landscaping is more appropriate because it allows necessary ventilation and accessibility for maintenance. Staff is comfortable with the proposed method for screening the ground -mounted mechanical equipment. Sidewalks/Trails There is a planned trail along the south side of Frenchman Road (CSAH 8) with no timeline for construction. There is a sidewalk along Victor Hugo Boulevard that provides pedestrian access into the site. Park Dedication The park dedication requirements have been satisfied with previous phases of this development. No additional dedication is required. Drainage/Grading The site was originally graded as part of the Victor Gardens South Village project in 2004. The site was included in the overall drainage plans for the project, and therefore the rate control and ponding standards have been met. The current rules require volume control measures, which the applicant has included in the plans. Staff is working with the applicant to modify the design so that the requirements are met. Drainage from the site will enter an existing storm sewer system, which will route stormwater to the existing stormwater ponds. Staff believes that the required modifications can be made without major changes to the site plan. Utilities City utilities were constructed as part of the Victor Garden South Village project. Utilities are available to the site, and the building will be connected as part of the project. Lighting The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent property and roads not to exceed 1/2 foot candle measured at the property line or 1 foot candle measured at the street's centerline. The wall mounted light fixtures will be consistent with the existing fixtures on the other commercial buildings in the Victor Gardens South Village development. The proposed lighting plan meets ordinance requirements. Building Architecture One of the consistent themes of the Victor Gardens PUD has been the exceptional architecture that has been maintained throughout the development. The previous plans and approvals for Victor Gardens requires this development to be architecturally compatible with the rest of Victor Sprouts Pediatric Dentistry PUD Amendment and Site Plan Page 5 Gardens and require that all four sides of the commercial buildings will have comparable finishes, leaving no underdeveloped backside of the building. The PUD design concept for Victor Gardens is a "French Village" setting with buildings constructed with a French/European architectural influence. Staff believes that the architectural design standards are a key part of this project and believes the location of this building as the western entrance to the Victor Gardens Development is particularly important. All developments in the project were to receive approval from both the Victor Gardens Architectural Review Committee (ARC) and the City. The applicant has indicated that they don't believe that they are subject to review by the ARC for this phase of the Victor Gardens South Village development. They have provided legal documentation stating they are not subject to review by the ARC and the Victor Gardens ARC has confirmed that the applicant's property does not require approval by the ARC. However, the applicant is still required to meet the PUD design concept for Victor Gardens. The proposed building is very well designed and appealing. The building is proposed to consist of high quality and durable materials. The major exterior surfaces are EIFS/stucco and manufactured stone. All four sides of the building receive equal treatment with the main entrance clearly defined by a towered entry that projects outward from the building. The building materials coincide with the surrounding commercial buildings in regards to color and the use of similar architectural elements. The cobblestone used on the surrounding buildings has been discontinued resulting in the use of a different, but similar stone. The EIFS/stucco will be a cream color to compliment the color on the other commercial buildings. The building will also use architectural grade singles, as used on all the buildings in Victor Gardens South Village. The building has elements that relate to the other commercial buildings, as well as, includes "French Village" architectural elements. The use of similar architectural elements include, multi- dimensional roof, decorative brackets below the roof eaves, a stone gabled entry tower, decorative lighting, and dormers. The "French Village" architectural elements include, a steeply pitched hipped roof, the towered entry as a vertical element, use of stucco, decorative roof line, and roof dormers. The towered entry, multiple rooflines, and roof dormers create vertical and horizontal projections that visually break up the building walls. It is in staff's opinion that the proposed building meets the intent of the PUD design concept for Victor Gardens and the Commercial and Industrial Design Guidelines. Signage A master sign plan has been approved for the commercial portions of Victor Gardens South Village dated April 18, 2008. Although the applicant is not requesting approval of the signage, the proposed walls signs should be consistent with ordinance standards and the sign criteria for the commercial developments in Victor Gardens South Village. The sign criteria requires signs to be externally illuminated. Sprouts Pediatric Dentistry PUD Amendment and Site Plan Page 6 The approved plans for Victor Gardens South Village includes the approval for the monument sign to be shared between this property and the Fairview building to the east. No additional monuments will be allowed. All signage will require a sign permit to be reviewed and approved by City staff. 5. CONCLUSION: Staff has reviewed the PUD amendment and site plan for consistency with ordinance standards and the applicable PUD standards for Victor Gardens. Staff finds the proposed development complies with the intent of the original PUD approvals for Victor Gardens. The building layout and architecture is very well designed, as well as, meets the design standards of the PUD approvals. 6. STAFF RECOMMENDATION: Staff recommends approval of the PUD amendment and site plan for Sprouts Pediatric Dentistry, subject to the conditions listed in the resolution. ATTACHMENTS: 1. Location Map 2. Approving Resolution 3. Engineers Memo Dated August 16, 2016 4. Applicant Narrative 5. Emails Regarding ARC Review (3) 6. Development Plans Sprouts Pediatric Dentistry N PUD Amendment and Site Plan Site Map w 14722 Victor Hugo Blvd M s _ a 4 YA 1 C, f I 3 #,,• i _ 4 R`� Site 49" i. - _ t. RESOLUTION 2015-40 APPROVING A PUD AMENDMENT AND SITE PLAN FOR FINNEGAN HOLDINGS, LLC FOR A COMMERCIAL BUILDING ON PROPERTY LOCATED SOUTH OF FRENCHMAN ROAD (CSAH 8) AND WEST OF VICTOR HUGO BOULEVARD NORTH WHEREAS, Finnegan Holdings, LLC has requested approval of a PUD Amendment and Site plan to allow construction of approximately 4,520 square feet of commercial building on 1 -acre of the property legally described as follows: Lot 2, Block 2, Victor Gardens South Village, Washington County, Minnesota. WHEREAS, the Planning Commission has reviewed the PUD Amendment and Site Plan at a duly called Public Hearing and recommends approval; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Finnegan Holdings, LLC for a PUD Amendment and Site Plan, subject to the following conditions: 1. A PUD amendment and site plan is approved to allow development of 1 lot for a commercial building, in accordance with the application received by the City on July 8, 2016, and revised on August 22, 2016, except as amended by this resolution. 2. The development shall be consistent with the Victor Gardens and Victor Gardens South Village approvals (Resolutions # 2000-47, # 2004-50, #2004-51, and #2004-68), except as otherwise noted herein. 3. The applicant shall comply with all conditions from the City Engineer's memo dated August 16, 2015. 4. Prior to issuance of building permits, the applicant must comply with the following conditions: Architecture a. All building elevations shall receive nearly equal treatment and visual qualities. b. All building materials shall be of high quality and constructed of durable materials. c. Downspouts and gutters are shown on the building. The plans shall be revised to clearly show locations and colors of gutter system. The plans shall be reviewed and approved by staff prior to installation. Signage d. A sign permit is required for all signs. The signs shall meet the Victor gardens South Village Development Sign Criteria dated April 18, 2008. Resolution 2016 - Page 2 of 2 e. The applicant is allowed to have signage on the existing monument sign directly to the east of the site. No additional monument sign is allowed. Parks and Trails f. The applicant has satisfied all park dedication requirements with previous phases of this development. No additional dedication is required. Streets, Access and Parking 5. Cross access and maintenance agreements for the private drives and parking shall be recorded on the property, g. The parking spaces shown on the plan as proof of parking shall be constructed at any time deemed necessary by the City. Landscaping h. Ground -mounted mechanical equipment shall be fully screened by landscaping per the plan dated August 22, 2016. i. The shrubs screening the mechanical equipment shall be revised to evergreen shrubs. Miscellaneous j. Decorative wall lights shall match the Victor Gardens South Village decorative lighting. Cut -sheets shall be reviewed and approved by staff prior to installation. k. A complete set of revised plans addressing the conditions of approval shall be submitted for city approval. 5. Prior to issuance of a certificate of occupancy, the applicant must comply with the following conditions: a. All Iandscaping shall be fully installed. ADOPTED by the City Council this 6' day of September 2016. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk WS8 . Pji!d:ngale3acy—your legacy. August 16, 2016 Ms. Rachel Juba City Planner City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Site Plan Review Sprouts Pediatric Dentistry WSB Project No. 3288-070 Dear Ms. Juba: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have completed our review for the Sprouts Pediatric Dentistry site. The following information was received for review: Construction Plans, prepared by The Foundation Architects and BKBM Engineers, dated July 8, 2016 ■ Hydrology Report prepared by BKBM Engineers, dated June 24, 2016 Based on the review of the plans, we offer the following comments related to the application: Grading. Drainage, and Utilities 1. The site was originally graded as part of the Victor Gardens South Village project in 2004. The site was included with the overall drainage plans for the South Village project, and therefore the rate control and NURP ponding standards have been met. The current rules require volume control measures, which the applicant has included with their site plan. We are working with the applicant to modify the design so that the requirements are met. We believe that the required modifications can be made without major changes to the site plan, and are comfortable recommending approval pending changes. 2. Drainage from the site will enter an existing storm sewer system constructed with Victor Gardens South Village, which will route stormwater to the existing stormwater ponds. 3. Sanitary Sewer and Water Service was extended to the property as part of the Victor Gardens South Village project. The plans include connecting to the existing utilities and extending them into the new building. 4. We are currently working directly with the applicant to address minor "red -line" comments. Approval should be contingent upon resolution of the comments. Equal Opportunity Employer wsbeng.com K;103288-07OVdminiDocsi3288-070 CDM LTR -r juba-08I6Y6-SpmutsPedfotricSP-do Ms. Rachel Juba August 16, 2016 Page 2 Thank you for the opportunity to provide comments on this project. If you have any questions, please do not hesitate to contact me at 763-287-7192. Sincerely, WSB & Associates, Inc. nedy, PE t ngineer cc: Scott Anderson, Public Works Director (email only) Steve Duff, Senior Engineering Technician (email only) Stephanie Hatten, Water Resource Engineer (email only) kkO3288-070VdmintDo 13288-070 COM LTR- jub"1618SpmuhPediutricSP.do THE RZI FOUNDATION WIM ARCHITECTS Project Narrative 08/19/2016 Sprouts Pediatric Dentistry 14722 Victor Hugo Blvd N. Hugo, MN 55038 Project Team: Architect The Foundation Architects 212 3rd Ave. N., Suite 460 Minneapolis, MN 55401 Contact: Robert Shaffer; AIA, CID, LEED AP Phone: 612.340.5430 Email: Bob@foundationarch.com Civic Engineer BKBM Engineers 5930 Brooklyn Boulevard Minneapolis, MN 55429 Contact: Joel Maier, P.E. Phone: 763.843.0477 Email: jmaier@bkbm.com Structural Engineer BKBM Engineers 5930 Brooklyn Boulevard Minneapolis, MN 55429 Contact: Ronald Lamere, P.E. Phone: 763.843.0438 Email: damere@bkbm.com Project Summary: Owner Finnegan Holdings LLC 20430 Everton Tr. N. Forest Lake, MN 55025 Contact: Meredith Kurysh, DDS Phone: 651.210.0198 Email: kury0003@umn.edu Landscape Architect CALYX Design Group 370 Selby Avenue Dacotah Building, Suite 303 St. Paul, MN 55102 Contact: Ben Hartberg; ASLA, CLARB, LEED AP Phone: 651.788.9018 Email: ben@calyxdesigngroup.com Sprouts Pediatric Dentistry requests a minor amendment to the existing PUD. This minor amendment does not require an exception to the city land use regulation, except what has already been approved in the accepted PUD. Page 1 of 4 212 Third Avenue North, Suite 460, Minneapolis, Minnesota 55401 foundationarch.com 612.340.5430 THE JJ)V FOUNDATION ARCHITECTS Project Description: Sprouts Pediatric Dentistry has proudly been serving the community of Hugo and surrounding areas from its existing location north of Frenchman Road near Festival Foods. Sprouts Pediatric Dentistry has grown with the community and is excited to relocate and expand its services to better meet demand. Sprouts Pediatric Dentistry is requesting approval to construct a new 4,520 square foot building for the purpose of providing pediatric dentistry. The building will harmonize nicely with the surrounding residential neighborhood and commercial land use through high quality and complementary architecture. The addition of this building will strengthen the community through the completion of the long vacant site and the growth of a desirable business district. Site Description: The existing undeveloped site is located south of Frenchman Road, west of Victor Hugo Boulevard and northeast of Victor Path. The site is unique with its triangular shape and that both residential and commercial buildings neighbor adjacent to the property. The site was previously designed for a future shared connection through an existing commercial parking lot and entry driveway. A previous design featured a bank with a drive- thru on the site. Statement of Surroundings: The building is sensitive to the surrounding scale of structures, colors and materials; to appear inviting to visitors in and around the Victor Gardens development area. The overall look of this new building is to harmonize with the existing building's vernacular while maintaining an individual character to define its use in a playful architectural manner as a pediatric children's dental clinic. The entire project development scale will also create a sensitive transition from the traffic density of Frenchman Road on its north, to the rest of Victor Gardens to its south and serve as an amenity to the surrounding neighborhoods. Building Materials: Cultured stone veneer 1 (Boras Stone: Hewn Stone — Foundation) is used along the base of the building on all four sides; closely matching the proportion, texture and overall appearance of the rock face block used at the neighboring Fairview building. it was carefully selected to closely match the appearance of rock face block, but is more durable. The 8" x 22" pieces installed in a running bond pattern will help to achieve the desired matching look. Above the cultured stone veneer 1 base, is "prairie clay" stucco with a sand pebble finish. This earth tone color was selected to harmonize with the "cream or equal" stucco used at the Fairview building as well as the light earth tones of the surrounding town homes. Similar to the Fairview building, the stucco continues all the way up to the roofline. Page 2 of 4 212 Third Avenue North, Suite 460, Minneapolis, Minnesota 55401 f foundationarch.com 612.340.5430 THE FOUNDATION y ARCHITECTS High-quality fiber cement board trim in the color of "autumn tan" accents the windows and helps to emphasize the verticality of the building projections. It is also used to create a horizontal band to visually connect the top of certain building elements such as the corner columns and windows. This color is also used on the brackets above the corner stone columns. The dormers and building projections feature high quality fiber cement siding in the earth tone color of "khaki brown". This helps to add visually variety along the large facades and nicely complements the nearby townhome's use of siding and color schemes. Cultured Stone Veneer 2 {Bora) Stone: Country Ledgestone -- Aspen) was selected for its ability to harmonize well with the discontinued "Ohio Cobblefield" featured on the Fairview building and the earth tone color scheme of the Sprouts Pediatric Dentistry building. The cultured stone veneer 2 is used at the front entry tower, base of projections on all sides of the buildings and at the tapered corner columns. The use of this second accent stone is to mimic the main building design elements and their proportions (corners and towered entry) of the neighboring Fairview building. The stone's light appearance helps it to blend well with the stucco, stone base and fiber cement boards. Building Design: The design of Sprouts Pediatric Dentistry references the Commercial Development Standards for the Victor Gardens PUD as well as the City of Hugo's Commercial & Industrial Guidelines to achieve the goal of high quality architecture. The need for an efficient layout helped to shape the building in addition to the unique shape of the site and its previously designed connection to existing site infrastructure. The building is to be constructed in one phase and the design features internal space for expansion when needed in the future. (Referencing Commercial Development Standards for the Victor Gardens PUD listed in Resolution 2000-47) 1. A site plan has been included for approval. 2. The commercial building complies with the PUD development standards for the General Business zoning district and is setback 30'-0" from Frenchman Road. 3. The building will consist of high quality and durable materials on all four facades. The major exterior surfaces of the walls consist primarily of EIFSlstucco and manufactured stone. 4. Ground mounted equipment will be properly screened using a mix of landscaping. 5. The building will have varied and interesting detailing as well as creating movement through the use of building projections, dormers and change in materials — see elevations A201 and A202. 6. The square shaped building is positioned parallel to Frenchman Road. 7. The trash enclosure is designed as an integral part of the building and is internally located at the southwest corner of the building to avoid views from the major streets and parking. 8. All building elevations receive equal treatment through the consistent use of high quality materials and architectural elements of dormers and building projections — see elevations A201 and A202. 9. The building's entrance is obvious and clearly defined by a towered entry that projects outward from the building with a steeply pitched roof peak. A covered canopy further protects the doorway. Similar to the neighboring commercial building, this gabled entry tower will feature a stone fagade. Page 3of4 212 Third Avenue North, Suite 460, Minneapolis, Minnesota 55401 1 found ationarch.com 1 612.340.5430 THE FOUNDATION ARCHITECTS 10. Signage will be integrated into the building design. Signage is located above the main entrance door I covered canopy and below the high pitched peak of the roof to mimic the Fairview building. A similar board style signed will be used and illuminated by decorative gooseneck fighting. 11. Landscape plans consistent with City requirements are attached for approval see L-1 and L-2. 12. Final landscaping plan will provide the required 25% shade of the parking area, within 15 years through the shade of existing and new trees. 13. The landscaping plan minimizes offsite views of the parking lots. 14. Exterior lighting is architecturally compatible through the use of similar decorative fixtures as the neighboring Fairview building. Similar decorative wall sconces and gooseneck sign lighting are to be used on the front facade facing the Fairview Clinic building. Parking lot standards will host full cut-off fixtures with less than .5 foot candies reaching the property line in any direction. Building mounted lighting will be specified with full cut-off housing to help eliminate unwanted glare and light wash, Exterior lighting will be consistent throughout the site with parking lot light standards under the required 30 feet in height. (Referencing City of Hugo Commercial and Industrial Design Guidelines) 15. Building materials will harmonize and complement surrounding structures near the development. Colors are to be earth -toned giving the appearance of being warm and inviting and are consistent on all building walls. Use of similar architectural elements including: architectural grade asphalt shingles, multi -dimensional roof, decorative brackets below the roof eaves, a charming towered entry, cultured stone, cultured stone corner columns, EIFSlstucco, decorative lighting, covered entry way, window accents, decorative trim banding and dormers are all used to complement the neighboring buildings. 16. Corners are emphasized through the use of sloped stone columns with brackets to give the appearance of supporting the roof. The proportion and use of stone, EIFS and brackets is again similar to that used at the neighboring Fairview Clinic building. 17. Vertically oriented windows are used on all four sides of the building. 18. The building proportions are appropriate for pedestrian scale. Being a pediatric clinic, the building program serves young children emphasizing the importance of maintaining pedestrian scale. 19. The building height is one story and is similar in height to the neighboring Fairview building while remaining under the maximum height of 28'-0". Common "French Village" Architectural Elements: • Second story windows located above the eaves to add a sense of height. • Use of stucco. • Hipped roof. • Square shaped building. • Decorative trim used vertically and horizontally to mimic half-timbering. • Entrance tower placed near the center. • Tall muntined windows. • Steeply pitched roof at entrance tower. • Decorative brackets 1 corbels. Page 4 of 4 212 Third Avenue North, Suite 460, Minneapolis, Minnesota 55401 1 foundationarch.com 612.340.5430 Rachel Juba -ema;. From: Meredith Kurysh <kury0003@umn.edu> Sent: Tuesday, July 12, 2016 3:53 PM To: Rachel Juba; Bob Shaffer; Adam Lapacz, Holper, John Subject: Fwd: Email 3/3 to be included to the Planning Commission re: Sprouts Pediatric Dentistry- Arch Review - Step 1 Attachments: 2016 -0516 -Sprouts Pediatric Dentistry -ARC STEP 1 REVIEW copy.pdf Rachel— This email is 3/3 that I referenced in my last email to be sent to the planning commission regarding the Sprouts Pediatric Dentistry Project. Thank you, Meredith Kurysh -----Original Message ----- From: Teresa St. Amant[mailto:teresa(&stamantdesienllc.com] Sent: Tuesday, May 17, 2016 10:41 AM To: Adam Lapacz Subject: Arch Review Hi Adam, I have reviewed the attached drawings dated 5-13-16. I like the unique use of roof lines carrying in some of the Greene & Greene details of Prairie and Craftsman Architecture. In addition the use of brackets, different siding materials and trim emphasize this style. You have done a wonderful job bringing residential style details into this commercial building. I would recommend the committee approve this building as drawn. Teresa } A iZ C L j qI So 11 Rachel Juba From: Holper, John <JHolper@winthrop.com> Sent: Monday, July 11, 2016 12:10 PM To: Rachel Juba Cc: Kurysh Meredith DDS Subject: Fwd: Sprouts Pediatric Dentistry Project Attachments: image001.png; image002.png; image003.png Rachel, See below. The Association will be taking no further action. John C. Holper 612-604-6542 jholper@winthrop.com<mailto:jholper@winthrop.com> Sent from my Whone - Please excuse typographical errors. Begin forwarded message: From: Colleen Brown <CoIleen. Brown @associa.us<mailto:Colleen.Brown @associa.us>> Date: July 11, 2016 at 11:48:12 AM CDT To: "Holper, John" <JHol per@winth rop.com<mailto:JHol per@winthrop.com>> Subject: RE: Sprouts Pediatric Dentistry Project Dear Mr. Holper: thia,d a This letter is in response to your July 1, 2016, electronic mail message with regard to Victor Gardens Master Association and your clients Finnegan Holdings, LLC, and Meredith Kurysh with regard to the property at 14722 Victor Hugo Blvd., Hugo MN. The Victor Gardens Master Association and Architectural Review Committee (ARC) have now had an opportunity to consult with legal counsel, who has confirmed that your clients' property is not subject to the Master Declaration. The Master Association and ARC were working under the presumption that, since the City of Hugo forwarded your clients' proposal for development to the ARC for review and approval, such approval was authorized under the Master Declaration and required by the City. There was no intention on the part of the Master Association or ARC to intentionally overstep their authority. Please accept the apologies of the Master Association and ARC for the misunderstanding. Neither the Master Association nor the ARC will take any further action on your clients' proposed development of their property. Thank you. Colleen Brown On Behalf of the Board of Directors Community Manager Associa Minnesota 7100 Northland Circle N. Suite 300, Brooklyn Park, MN 55428 Main: 763-225-6400 Customer Service: 763-746-1188 Associa® — Delivering unsurpassed management and lifestyle services to communities worldwide. Learn more at http://cp.mcafee.com/d/5fHCNESyMUYC- eKDsTsSDssYOCej7e6QXzDCkNMVx4SDssYOCej7f6QrEECzBdN5xcT4hr8g2HiUCShHOlerErJbyrp6La MVKxlwWCwOYevW_ 9LK6zAQsILLZuVt4QsLKsMUC-Dt6_khim KCHtVPBgY- F6lK1FJ4SyyrLObOVVdOXMWVKVIFSQFmQJIB27QHfundy9eFWTNlhyk9AU RmVsSCyzt4SbC44zhOcbhGTexEw2TEiSspmd4 OtY90Fe9oQglgdh7XjdIndUJ F7Ddmg<httP://cp.mcafee.com/d/avndyOO72hJ5xNVdYtteVKVJeUVVBcsCesdFT7fcFzxP29Je UVVBcsCeudEThhd7aryb2pK8y5gQ5mBNdlznBosTgTgn4SOdulxPt3p1Rd1BUs—R-jvsd79EVpvvWZOW9EVvsVxNdZeWd- EyCJtdmXPDaxVZicHs3jgpJ54TvAm1POrBTxRPtPoObgkHgmGOx3WIDLbUr4itjRLy2z4Ej9NGJOVJd56W91nc896yOomzlKt3h 05LgBIU01g8OXUjBisiNEw2QgyfSCroKrcAtn> / Follow us at http://cp.mcafee.com/d/k-Kr4x8SyMUYC- eKDsTsSDssYOCej7e6QXzDCkNMVx4SDssYOCej7f6QrEECzBdN5xcT4hr8g2HiUCShHOlerErJbyrp6LaMVKxlwWCwOYevW_ 9LK6zAQsILLZuVt4QsLKsMUC-Dt6_khjmKCHtVPBgY- F61K1FJASyyrLObOVVdOXMWVKV104XJL81GIVvl2BaSBETa4fFmuUr4itjRLy2z4Ej9NGJOVJd56W9inc896yOomzlKt3hO5LgBl UOlg8OXUjBisiNEw2QgyfSCroKrIKJZ [Please fill out our survey] [cid:image005.png@O1D12D00.8C310DDO]<httP:Hcp.mcafee.com/d/avndxMQrhosujv7njKrKrj Keupj79zD3gtNPPao UsM yrjKeupj79zDzgdQkjhOCUyMCrySJAd 11Fsjr8RVm7dQdSBNdlznBosTgSgtjgpu7fZvATT3hOgemnT- LsKygenTeosjvjKzvG8FHnjlKYVOEuvkzaTOQSMrhhdTV5wsYCVtUtsTsSjDdgymokWzsjfBBq Ma- mVv8U12rMs1bN EVdy9eFWTN1hyk9AURmVsSCyzt4SbC44zhOcbhGTexEw2TEiSspmd4OtY9OFe9oQglgdh7XjdInd _hYt89 FgBd 1a>f cid:image006.png@OlDl2DOO.SC31ODDO]<http:Hcp.mcafee.com/d/5fHCN8g6zgb3zOrUWWtPtPqtNPPaoVcsU rjKeupj73C4jgtNPPaoVcsYrhKyygekT4m4Psh5lxEalbyrp6LaMVKxKQK9JAqYH3CW603Gq3bMV HYC-Ugejh00- _RXBQjhO- VP3yrWtQrZh5dq WgJTDel3PWApmU6CTPga9K_813DATbL3HCXCOsVHkiP2DkrypYlHminOTbV71ArOtY60sedy9eFWTN 1h yk9AURmVsSCyzt4SbC44zhOcbhGTexEw2TEiSspmd4OtY90Fe9oQglgdh7XjdlndQwXGwNPUV8sG> Notice: This e-mail message is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. Please virus check all attachments to prevent widespread contamination and corruption of files and operating systems. The unauthorized access, use, disclosure, or distribution of this email may constitute a violation of the Federal Electronic Communications Privacy Act of 1986 and similar state laws. This communication does not reflect an intention by the sender or the sender's client or principal to conduct a transaction or make any agreement by electronic means. Nothing contained in this message or in any attachment shall satisfy the requirements for a writing, and nothing contained herein shall constitute a contract or electronic signature under the Electronic Signatures in Global and National Commerce Act, any version of the Uniform Electronic Transactions Act or any other statute governing electronic transactions. From: Holper, John [mailto:JHolper@winthrop.com] Sent: Friday, July 01, 2016 9:11 AM To: Colleen Brown Cc: Meredith Kurysh(kury0003@umn.edu<mailto:kury0003@umn.edu>); 'mark@victorgardensnews.org<mailto:mark@victorgardensnews.org>'; 'adam@foundationarch.com<mailto:adam@foundationarch.com>; Bob Shaffer; 'RJuba@ci.hugo.mn.us<mailto:RJuba@ci.hugo.mn.us>' Subject: Sprouts Pediatric Dentistry Project Colleen, Thank you for taking the time to speak with me earlier this week. As., indicated, I am legal counsel to Finnegan Holdings, LLC and Meredith Kurysh. Our clients own the property located at 14722 Victor Blvd. N., Hugo, MN 55038 (the "Property"). I understand from our discussion, that Associa Minnesota is the property management company for the Victor Gardens Community Association residential homeowner's association (the "Association"). As a follow-up to our discussion, I am writing to advise that neither the Association nor its Architectural Review Committee ("ARC") have standing or any other legal or other right to require prior review or approval by the Association or ARC in connection with the planned development of the Property or our clients' pending efforts to obtain City approval for the construction of the Sprouts Pediatric Dentistry Clinic to be located on the Property. Specifically, I would point out the following. On February 18, 2003, the Association's Master Declaration of Covenants, Conditions, Restrictions and Easements was recorded with the Washington County Recorder as Document No. 3309081 (the "Declaration") The Declaration imposes certain restrictions, covenants, conditions and easements on the residential lots within the Association. Pursuant to the Declaration, "property" is defined as the "real property subject to this Master Declaration, and other property which is subsequently subjected to this Master Declaration from time to time, together with all improvements located thereon. The term "unit(s)" is defined as a residential unit, a CIC unit and an apartment village unit. The Declaration does not include, or apply to ,any commercial property. My clients' Property is no a residential unit, a CIC unit or an apartment village unit. In order to be binding upon the individual residential parcels of "property" subject to the Declaration and situated within the Association, the Declaration must be recorded against each individual parcel of "property". The Declaration provides for the creation of the ARC. ARC's stated role, and scope of authority, is limited to serving the Association to, "oversee, review and regulate architectural and design matters involving the "property."" We have also reviewed the Development Agreement recorded on December 22, 2004 against the Property as Document No. 3488413. Nowhere in the Development agreement is there any requirement for architectural review or approval by the Association or ARC in connection with commercial properties that are subject to the Development Agreement. The Development Agreement does, however, require the development and implementation of architectural review and design guidelines for all "residential buildings". Finally, we reviewed Resolution 2000-47 by the City of Hugo. Under the "Commercial Development Standards" portion of the Resolution, there is no requirement for prior Association or ARC review or approval. The only requirement is that, "all commercial buildings shall comply with the PUD development standards for the General Business zoning district. . Despite the foregoing, I understand that the Association and ARC are incorrectly taking the position that my clients are required to seek and obtain prior ARC approval for the design and architectural elements of their project. Legally speaking, that is incorrect. Specifically, I would note the following: 1. According to an updated title report for my clients' Property, the Declaration was never recorded against the Property. Because it was never recorded against the Property, the Property is not subject to, or in any way bound by, any of the covenants, conditions, restrictions or easements set forth in the Declaration including, but not limited to, any obligation to seek and obtain prior review or approval from the Association or ARC for any design or architectural elements of their building; 2. My clients are not, and never have been, a member of the Association nor have they ever paid any dues or been asked to pay any dues; 3. Even if my clients' commercial property was subject to the Declaration, which it is not, the Property does not fall within the definition of "property" or "units" as defined in the Declaration; 4. There is no requirement in the Development Agreement requiring my clients to obtain prior Association or ARC review or approval of their project or any design or architectural elements thereof; and 5. There is no requirement in Resolution 2000-47 that requires our clients to obtain prior Association or ARC review or approval for their project or any design or architectural elements thereof. Based upon the foregoing, I hereby demand on behalf of my client, that the Association and ARC immediately: 1. Acknowledge in writing that neither the Association nor ARC have any legal or other right to require prior review or approval by the Association or ARC for any aspect of my clients' project including, but not limited to, any prior review and approval for any design or architectural element for the Sprouts Pediatric Dentistry Clinic to be located on the Property; 2. Advise the City of Hugo in writing that neither the Association nor ARC have any legal or other right to require prior review or approval by the Association or ARC for any aspect of my clients' project including, but not limited to, any prior review and approval for any design or architectural element for the Sprouts Pediatric Dentistry Clinic to be located on the Property; and 3. Take no further action to improperly interfere with, impair, or otherwise hinder my clients' efforts to obtain City approval for the project based upon the Association's and/or ARC's misunderstanding of its role and scope of authority. To the extent the Association or ARC disagree with the foregoing, I request that you immediately provide us with the following information and documents: 1. Identify and provide all documents that afford the Association and/or ARC with the right to review and approve any improvements on my clients' Property; 2. Identify all facts that support the Association's and ARC's position that they have the right to review and approve any improvements on my clients' Property; 3. State whether Finnigan Holdings, LLC or Meredith Kurysh are members of the Association; and 4. Any other information that supports the Association's or ARC's contention that they have any right to review and approve any improvements on my clients' Property. Should the Association and ARC continue to improperly interfere with my clients' ongoing efforts to obtain approval from the City for the project based upon its mistaken understanding of its role and the scope of its legal authority, my client will have no option but to pursue all legal remedies to recover the substantial damages they will incur. Time is of the essence. As such, we request the Association's and ARC's immediate response. [http://cp.mcafee.com/d/SfHCN85yMUYC- eKDsTsSDssYOCej7e6QXzDCkNMVx4SDssYOCej7f6QrEECzBd N5xcT4hr8g2HiUCShHOlerErJbyrp6LaMVKxlwWCwOYevW_ 9LK6zAQsILLZuVt4QsLKsMUC-Dt6_khjm KCHtVPBgY- F61K1FJMSyyrLObOVVdOXMWVKVIFNyk9AU RmVsS8AWDHv4569gCjzlrBPggadQjoKogid40MJ6HsW6y0buxbpNBoQg1TM DaAU Bzh05ER4vJcSNsThmixi K2o9vl]<http://cp.mcafee.com/d/2DRPow83gQd6Qm77ATNRQXCXCCtXzDCkNOoVMSDssY OCe7c8CQXzDCkNOoVUSzt54QsFK819CUybp3glgn4SOdulxPt3tFsjr8RVm7dQdA7kQ6nxP_nVdZMQsCzBBZ_HTbECzBZPC7 4TQXETWyagRQRrLesG7DR8OJMddzzga9K_813DATbL3HCXCMOhyk9AURmVv3oyjGuJYgkoB2pedlKndFEEThdyVxl8Qg32 QqJ P Eg80J W4JD61zh07v2sG jymd40mzkh-QPr5PpxGVfkl l> John C. Holper Winthrop & Weinstine, P.A. Shareholder (612)604-6542 jholper@winthrop.com<mailto:jholper@winthrop.com> vCard<http://cp.mcafee.com/d/5fHCMUp6h8idElef9LzHFTdTdFT7fcFzANPxJeUVVBcseohdFT7fcFzANPNJ6Wa9EVjshoidN 4mO6wGQK9JAgYH3CW6XiUCShHOlerErBeFEcL3D- LOrXxEVd7bbX_nKnhd7bXDce9LFThLR4kRHFGTusVkffGhBrwgrudEECXYyMeu jsKYeKrKr0169gCjzlrBYmH6uDQO- 6rr52COhkDOi2ZjRLzNCPFlh9Rfm- 8acixcD6GTbCQQkrECNsMwAg8lxgdmVQd40mZ2mPzaNEw3Lxel9Nb6y0bhG8_gpJyVIcTQLnDW> I Bio<http://cp.mcafee.com/d/1jWVli3xAedElef9LzHFTdTdFT7fcFzANPxJeUVVBcseohdFT7fcFzANPNJ6Wa9EVjshojd N4mO 6wGQK9JAgYH3CW6XiUCShHOlerErBeFEcL3D- LOrXxEVd7bbX_nKnhd7bXDce9LFThLR4kRH FGTusVkffGhBrwgrd79J54TvAm1POrBTxRPtPo08Na4OsgHsLxeFWTNdy9eFW TN 1hyk9AURmVsSCyzt4SbC44zhOcbhGTexEw2TEiSspmd40tY9OFe9oQglgdh7XjdlndXhim> LinkedIn<http://cp.mcafee.com/d/SfHCMUgd Elef9LzHFTdidFT7fcFzANPxJeUVVBcseohdFT7fcFzANPNJ6Wa9EVjshojdN4 mO6wGQK9JAgYH3CW6XiUCShHOlerErBeFEcL3D- LOrXxEVd7bbX_nKnhd7bXDce9LFThLR4kRHFGTusVkffGhBrwgrhKrhhdTVSwsYCVtUtsTsS02fBOHW4EsLyPp316FelsDkZrU Uel'kh5f8ECN4DkZrUwENa4OsgHsKrjhhKyr5P22hEw65ERrDgQglrQ9recH6yOe-4VkD4lg80J6EzZFCSbCPABypkRX> Capella Tower I Suite 3500 1225 S 6th Street I Minneapolis, MN 55402 Notice: Important disclaimers & limitations apply to this email. Please click here for our disclaimers and limitations.<http://cp.mcafee.com/d/avndy0wrhosujv7njKrKrjKeupj79zD3gtNPPaoUsMyrjKeu pj79zDzgdQkjhOCUyMCry 8JAdllFsjr8RVm7dQdSBNdlznBosTgSgtjgpu7fZvATT3hOgemnT- LsKygenTeosjvjKzvG8FHnjIKYVOEuvkzaTOQSyyrhhdTV5wsYCVtUtsTsSO2cixcD6GTbVIK8GXaaKu9yG4GmfSiLNU7xVlh9Rfm -8acixcD6GTbCQQkrECNsMwAg8lxgdmVQd4OmZ2mPzaNEw3 Lxel9Nb6yObhG8_gpJyVKyOWi2v2> Rachel.luba c j From: Josh Berger <joshberger@outlook.com> Sent: Monday, July 11, 2016 9:25 AM To: Rachel Juba Cc: 'Colleen Brown'; 'Nancy T. Polomis; Becky Petryk Subject: Sprouts Pediatric Dentistry Dear Rachel — I am writing to you on behalf of the Victor Gardens Community Association's Architectural Review Committee (ARC) and Master HOA with regard to the proposed Sprouts Pediatric Dentistry in the South Village of our community. After careful review and discussion, we are of the strong opinion that The Foundation Architects currently proposed design for Sprouts Pediatric Dentistry is not appropriate for a commercial building within Victor Gardens. It is our opinion that a few design modifications are required to ensure the building is a good fit for the neighborhood. Two separate changes are necessary: 1.) Style: The proposed building exhibits elements of an architectural style that is not consistent with other commercial or residential buildings within the neighborhood. Its most prominent design elements on the front elevation (main entry "vestibule" and waiting area "tablet nook") have characteristics that are not rooted in our neighborhood or Victor Gardens preferred design styles. Specifically, the rooflines and flared walls have a whimsicallcartoonish look that are not appropriate. The proposed building should reference design/style cues seen on existing commercial buildings next door. 2.) Dormers: The proposed dormer design on the back and side elevations must visually align with the elements beneath the roofline that they relate to. As they are designed, they do not relate to each other logically or functionally. While we recognize that the ARC may not technically have the authority to reject the proposed plans on its own (after careful review of the governing documents by our lawyer), we strongly believe that the Victor Gardens community should have a voice in the City's approval process, since the plans as eventually approved will reflect on the entire Victor Gardens' community. We are happy to discuss in greater detail should you have questions. We appreciate your consideration of our opinions in this matter. Warm Regards, Josh Berger President, Victor Gardens Master Home Owner's Association 651-334-9069 LOCATION MAP PROJECT LOCATION arNr 4 NO c(aloc� o��rr� SheetSchednLa 1-4 PROJECT NARRATIVE G001 TITLE SHEET II i LAND SURVEY C100 DEMOLITION & EROSION CONTROL PLAN C200 GRADING, DRAINAGE & EROSION CONTROL PLAN I C300 UTILITY PLAN 0400 PAVING AND GEOMETRIC PLAN C500 CIVIL DETAILS C501 CML DETAILS C502 CIVIL DETAILS C600 STORM WATER PLAN _ HYDROLOGY NARRATIVE L-1 LANDSCAPE PLAN L-2 LANDSCAPE DETAILS PRELIMINARY LIGHTING PLAN A101ARCHITECTURAL SITE PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A901 3D REPRESENTATION A902 30 REPRESENTATION A903 3D REPRESENTATION THEku IIIIIIIIIIIN u1iII'DO AT 10 1.14 ARCHITECTS 212 Third Ave N Sub 460 Mi neapcfs. MN SSW www.fotndatwwdtcem p. 612.3405430 If. 612.340.5431 I certify flat ft plait spe0katim or repot was preparrd by me OF under my tired superMon and dfat I am a duly registered whited midst the laws at the state of Mhr nota Robert A Shaffer Oat. Reg. Na. 208x3 } H to r Z W U FE z 8 Q � v m = LL rL o 5 ' �o U 0 7 w t7 N c7 = o caovd4ht 2016 ME SHEET Ip� ozoe,Zats Proj.tlt Num6x 7578 1 3D VIEWAPPROACH 0007 G001 14722 VICTOR HUGO BLVD. LOT 2, BLOCK 2, VICTOR GARDENS SOUTH VILLAGE CITY OF HUGO, WASHINGTON COUNTY, '_11INNESOTA S_CTION 79 3"r R2•. Y: .a • 1 L `I 1 VICINITY MAP (%D SCALE) -JEW OF 14722 AC]O:' HU -0 BLVD. FRCP THE NfR THME-SIERl9 CORNER CITY OF HUM WASHINGTON-;OUNTY. VINNE--OTS. - 1Yt.,: _uY SIDE Or ADJACENT FA1m" MEDICS L BUILDING AND PARKING LOT AT 14712 MCTOR HUGO BL'D. KEMPER & ASSOCIATES INC. PROFESSIONAL LAND SURVEYORS 721 OLD HIGHW.Y B N.W. NEV- BRICHTL:1. MINNE�TA 55112 651-,31-0351 FAY .51 631 ..8p5 .mp l; EAp �l,ro- net w k•mpeemr rrey, cam CERTI-FICAaTE OF,, SJURVE ,6r•, n6cT.Rxc1 aa. Tm xnAr, \gP nn I R 915 .v'S Mia r 8 6N A, ]h]T ,.x N� sr4 to n rANY` 4' � � ° T . L, � x[wa �.✓ ]• OECWp,S - � - 6i1 RIC %' '�•,'��x3 �.®r °�it"°++o. S� .w, ('�,. rvw� - J Nd E Y '•—_ t (� ] x 63 r Ax L / 1 I 41 leT � •�� . � J°\ s -� �� a.xn anu, \ nwn �_ � .V...✓✓lll T POPL'ut� ORI -.-Mf S4AY 2N.;YANCE CFF VICTOR SCUAR,- c4. �b ° x416' 9 200 [21 RfP) . M4T V r�� •1 �' is Z - y LP Ai � ° 4E 1, NW 2 x91 1. ; NN ',:li.N i" ACP) s.VSiTA. xy •• � Nil TT SEVER //m./ N"NN r'ti9, f .JEW G: 14722 -ICTOR HUGO 3L%, -J. MY THE NOR7I,EAS-ERLY CCRNER CITY OF HUGO, W. nilN^.TON GCUNTY. VINNESOT. UTILITY-ROVICERZ; ,PER -7PHER STA -E CNE -C. L. 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Block 2, Viclor Gartlrra Sout•1-�ia9e, We T1,gt_ Cunt), Mi,-,ta — - 9.R- -=- YR -T IE gt °En' 6 • n,1E CC!rIr51U.1, ,[E J, 9.E gEE-I IIIE 9IA`�T PRN6i R; AAIp �E :Ip-.-E�'T rWt 'ElI PRWER^' W i RLR 9 rR6PN=. llE MEC.E 6 THE, ]A1NEYn FROF Y,CiCR H1ME I'M 548556 E•y[N[N,9 xeu a >—mC Aro FSp, a .Rru, A30. n•!Es nun aaiwrnmm�-RaFxaE; N.,w vxtn LAT 2 '0R 0..7910 ACRES NO'S: :UBvEC' PRCPERT-I 5S zuNED PSD - PLANNED UNIT CEVELOPVEN7 LEGEND ---'sc— sas�c caxnAn ISE 8919.55 E43T.Yc SY'1 E,.N.AT]S: YN r1 YY.N6lL 51e,O S1CRY SFALR 'dANR0.E _.YMO ':+AITWY SC•ER u.W i�E „60 Carex eun 'o PoaSR F ,vE Ve 4CIT PdI: rR (1} R:L_'P+CN'E PEeR TN q. FRE nxaRAxT ,eu cu- AlH O IELEP+WE uAxxOCE Eux'? Fae_ra�c NANI1e:£ N F'Ti EvE_'Rla NEER u6� Y[x 60N 1 SIR, -aH- cw c.p ur,ulr urs .,- SANTAI.T 9EAER -sT- siCIEI SLAOR -c- ,- uAN; AANCE -,E- uNOERSROLND P MC ..�. -uT- N NWx]THrPxegE MES pFgaTE6 SE! Si.R Er • O.cYvl.T -oY £YFFR ,I". 7 „ nES 3�awY J p PFiI LE..:AALLYEx,a ,��r� waawo FT n � 9ENCF Axo I `..ai,AEL: .:TG)Y PiAN4 ASL,• uxar,^RP.rw 91T0IT ecaAncxs m eE vONFRm wml lxnrrUcx e:aRAn rA1E aNE-CAL' Ie1r1 Pn,,n Tc ,N-EvcAwr.-:v « rn,9mLanrn PREPARED FOR: AG_.!% LAPACZ TL ,_ rOUYD-11t7N 'ACHITECT 212 WINO '..EWE NORTH. SUITE "0 6122NEr P0.i5 MINNES.)TA .5401 -3'"0 5430 FAX 612-310-5431 ABBREVIATIONS BLDG Building N 3M Bench Mad, CB Catch Bonin CONC Can—t. OP n.cUI. Iran FP. EL EloVati- EX EV U1.11.9 THE FEE F-Whd Floor EI�tion W Imat M MH NO Mal. T 1 AX �d— M. Z—o U) �vs,,?D A 141 MIN uii— pvc P.W.YI Ch=da ROP [Wnfamd ar.. P,,., ARCHITECTS 20' 10' 0 20' 40 1 212 Pird Ave N Suitt, 460 Minneapolis. MN 55401 f -29 www.fourriclationarckcam pL 612,344L9430 f. 612340-5431 NIM RIM 920.17, STORM SEWER INLeM NOT SHOWN ON PLAN MY RECISIVE RUNOFF FROM CONSTRUCTION ACTIWTIEL INSTALL INLET SE01MENT Ur 'Z -2 - - 5030 Bmakip \� _ `\,��• na. -� ` J�� x,., r PROTECTION PER VrIAIL 3/CSOO ON ALL W—� MM W4211M STORM IN= TMT MXY R=ne RUNOFF. Phc- a" 904MM EIKB&f -Air Fmc M 1101-IN1121 x U 2 KFYFP NOTES INSTALL ROCK CONSTRUCTION ENTRANCE TO DETAIL 1/0500. KEYED NOTES ARE DENOTED By ® ONPUN-QD W. aa� Dowae - Lo TV -91 �INSTALL PERIMETER ER - ITSION CONTROL REFER To DETAILS 2/0800 AND E A 4/CSOO T -7. qTR INSTALL MI -Er SEDIMENT PROTECTION- REFER To DETAIL 3/C5OO- cN�z. REMOVE CURB AND GUTTER IN ITS ENTIRETY TG THE EXTENT SHOWN. SAWCUv AND REMOVE AT NEAREST JOINT. SAWCUT AND REMOVE BITUMINOUS PAVEMENT IN ITS ENUPETY 70 THE EMENTS SHOWN. roNr.7 REMOVE EXISTING TREES IN THEIR ENTIRETY INCLUDING STUMPS, t c, -Z, EXISTING FAIRVIEW MONUMENT SIGN TO REMAIN- PRCTECf AT &I TIMES.f2 Z -URB EXISTING TREE To REMAIN. PROTECT AT ALL TIMES. L/ -01F4 019_Cj3j -2 r,, , _1 -23 2EHQLMQR REHQYAL NDIES- 3 plo EROSION SEDIMENT CONTROL MEASURES ARES BE CH EEHr.E) ID THE CITY OF HUGO. ALL SILT FENCES SHALL 1. PRIOR TO START OF DEMOLMON, ALL INSTALLED BY THE CCNTRACTOR AND INSPECTED Y FENCES HALL BE g, S.2C D - SILT E S INV S 914.73 NSTALLED ALONG THE CONTOUR. -PC, [E16 1: LPINV S 97'..12 1 BE INSTALLED AND WSPEOM PRIOR To ANY CONSTRUCTION ACrMTY 2 L TIES 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTIU THE LOCATION, ELEVATION AND MARK ALL EXISTING UftIUTIES 48 THE CONTRACTOR SHALL VERIFY HOURS BEFORE 0ONSTRUC1)ON STARTS. THE ENGINEER. ARCHITECT OR OWNER DOES NOT E THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED. LPO UARANTE ARE SHOWN CORRECTLY. H -464-OD02 FOR FIELD LOCATING DUSTING UTILIDES. CONTACT AT 651 CONTACT GOP ER STATE ONE CALL UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION. E 3. THERE MY BE MISCELLANEOUS ITEMS TO BE REMOVED THAT ARE NOT IDENTIFIED ON THCS PLANS. THE CONTRACTORSHALLVISITSTHE SITE AND REVIEW THE DOCUMENTS TO 09TAJN A CLEAR F 12" RCP RM UNDERSTANDING OF THE INTENDED SCOPE OF WORK. �sEwE;-- 4. ANY LIRUTIES NOT INDICATED FOR REMOVAL OR ABANDONMENT, ARE TO BE PROTECTED AT ALL WiTT11 I . �4\j�c TIMES. V '4 -X\ ou�o THE SCOPE OF THE PROJECT FROM 5. ALL EXISTING CURB AND GUITER IS TO BE REMOVED WITHIN THE SAN CUT LINES TO THE NEAREST JOINT. EDGE OFF - Ce 5 6 -8905 INC.- ( 1) 31 670V NOUS 6, THE BACKGROUND INFORIJATION WAS PREPARED BY KEMPER & ASSOCIATES MID IM 91"P M❑T <\ 3 12" RCP 1. 4! V T, L Tu. STORM. GP-NERAI NgICS, CR 2 X14'.86.(121 RCP S -r - I. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A TRAEEC CONTROL PLAN WHILE WORKING SE glm.WITHIN THE RIGHT-OF-WAY. THE TRAFFIC CONTROL PLAN SHALL BE APPROVED BY THE CITY T' V1. :NA NW 9114.6066 1 'P RCP RCP) ENGWEERING DEPARTMENT PRIOR TO STREET ENCROACHMENT - :r SW 9 -S2,VL1. iv, RE 915.73 (12 2. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING AND RENEW ALL CONSTRUCTION DOCUMENTS :NV NV ME ITEMS THAT AT I- RCP) S7W,,-, N j)1575 (1C' Pl.'C) P T NW 915.75 (12- RCP) AN GEOTECHNICAL REPORTS. No ACOrrt0N'4- COMPENSATION WILL BE ALLOWED FCR RIM 920.5 SHOULD I -b -S BEEN ANTICIPATED BY PERFORMING THE ABOVE. r & THE ROCK CONSTRUCTION ENTRANCE INDICATED ON THE PLAN IS SHOWN IN AN APPROXIMATE eff" IN Y5 LOCATION. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR IS To CODRDINATE WITH THE OF HUGO FOR THE EXACT ROCK CONSTRUCTION ENTRANCE LOCATION. Ilk 2 OL LPQ Nn :SMH STORM HIM 920 u 17CP ED SEWERE C, lIly, 'IN "OP.08 6" F. 1MINOU-- INV 9m.35 (B" P,�C) 2 RIM 917.39 IW SF 972-97 (21" W. NW 312 Be'RrP) IN. NE .1 -Fa N I 'SlTf, BENCH1.9WK: TOP NUT -@Z. 922.03 > Nl� I - - i,- CC) % 0 1 REMOLITION AND EROSION CONT RIDL PLAN IQ 10 I - ZU I cgrbty that this plant specification. Or report was prepared by me Or urld6f my direct supwvlslon and that I am A duly Llcem;94 Professional Erighm under the laws of the State of Minnesota Joel W. Mader Cate 06-242016 R.9, NO. 19181 ccuu/v (AP) EMH - . . - Ca IM R92"j, It- -- RIM 91973 LLj .1 1' .!IPI 920.5:. FOUND 3. In In ca a >� ilack --vou"O 1/2' -MIA LLj 0 NC3cn (RLS 4889)' LP R R x I Up C; EM TR 101- C/) coo k copwiaht 2016 [-:3 S CH. ABBREVIATIONS BLDG Building N 3M Bench Mad, CB Catch Bonin CONC Can—t. OP n.cUI. Iran FP. EL EloVati- EX EV U1.11.9 THE FEE F-Whd Floor EI�tion W Imat M MH NO Mal. T 1 AX �d— M. Z—o U) �vs,,?D A 141 MIN uii— pvc P.W.YI Ch=da ROP [Wnfamd ar.. P,,., ARCHITECTS 20' 10' 0 20' 40 1 212 Pird Ave N Suitt, 460 Minneapolis. MN 55401 f -29 www.fourriclationarckcam pL 612,344L9430 f. 612340-5431 NIM RIM 920.17, STORM SEWER INLeM NOT SHOWN ON PLAN MY RECISIVE RUNOFF FROM CONSTRUCTION ACTIWTIEL INSTALL INLET SE01MENT Ur 'Z -2 - - 5030 Bmakip \� _ `\,��• na. -� ` J�� x,., r PROTECTION PER VrIAIL 3/CSOO ON ALL W—� MM W4211M STORM IN= TMT MXY R=ne RUNOFF. Phc- a" 904MM EIKB&f -Air Fmc M 1101-IN1121 x U 2 KFYFP NOTES INSTALL ROCK CONSTRUCTION ENTRANCE TO DETAIL 1/0500. KEYED NOTES ARE DENOTED By ® ONPUN-QD W. aa� Dowae - Lo TV -91 �INSTALL PERIMETER ER - ITSION CONTROL REFER To DETAILS 2/0800 AND E A 4/CSOO T -7. qTR INSTALL MI -Er SEDIMENT PROTECTION- REFER To DETAIL 3/C5OO- cN�z. REMOVE CURB AND GUTTER IN ITS ENTIRETY TG THE EXTENT SHOWN. SAWCUv AND REMOVE AT NEAREST JOINT. SAWCUT AND REMOVE BITUMINOUS PAVEMENT IN ITS ENUPETY 70 THE EMENTS SHOWN. roNr.7 REMOVE EXISTING TREES IN THEIR ENTIRETY INCLUDING STUMPS, t c, -Z, EXISTING FAIRVIEW MONUMENT SIGN TO REMAIN- PRCTECf AT &I TIMES.f2 Z -URB EXISTING TREE To REMAIN. PROTECT AT ALL TIMES. L/ -01F4 019_Cj3j -2 r,, , _1 -23 2EHQLMQR REHQYAL NDIES- 3 plo EROSION SEDIMENT CONTROL MEASURES ARES BE CH EEHr.E) ID THE CITY OF HUGO. ALL SILT FENCES SHALL 1. PRIOR TO START OF DEMOLMON, ALL INSTALLED BY THE CCNTRACTOR AND INSPECTED Y FENCES HALL BE g, S.2C D - SILT E S INV S 914.73 NSTALLED ALONG THE CONTOUR. -PC, [E16 1: LPINV S 97'..12 1 BE INSTALLED AND WSPEOM PRIOR To ANY CONSTRUCTION ACrMTY 2 L TIES 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTIU THE LOCATION, ELEVATION AND MARK ALL EXISTING UftIUTIES 48 THE CONTRACTOR SHALL VERIFY HOURS BEFORE 0ONSTRUC1)ON STARTS. THE ENGINEER. ARCHITECT OR OWNER DOES NOT E THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED. LPO UARANTE ARE SHOWN CORRECTLY. H -464-OD02 FOR FIELD LOCATING DUSTING UTILIDES. CONTACT AT 651 CONTACT GOP ER STATE ONE CALL UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION. E 3. THERE MY BE MISCELLANEOUS ITEMS TO BE REMOVED THAT ARE NOT IDENTIFIED ON THCS PLANS. THE CONTRACTORSHALLVISITSTHE SITE AND REVIEW THE DOCUMENTS TO 09TAJN A CLEAR F 12" RCP RM UNDERSTANDING OF THE INTENDED SCOPE OF WORK. �sEwE;-- 4. ANY LIRUTIES NOT INDICATED FOR REMOVAL OR ABANDONMENT, ARE TO BE PROTECTED AT ALL WiTT11 I . �4\j�c TIMES. V '4 -X\ ou�o THE SCOPE OF THE PROJECT FROM 5. ALL EXISTING CURB AND GUITER IS TO BE REMOVED WITHIN THE SAN CUT LINES TO THE NEAREST JOINT. EDGE OFF - Ce 5 6 -8905 INC.- ( 1) 31 670V NOUS 6, THE BACKGROUND INFORIJATION WAS PREPARED BY KEMPER & ASSOCIATES MID IM 91"P M❑T <\ 3 12" RCP 1. 4! V T, L Tu. STORM. GP-NERAI NgICS, CR 2 X14'.86.(121 RCP S -r - I. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A TRAEEC CONTROL PLAN WHILE WORKING SE glm.WITHIN THE RIGHT-OF-WAY. THE TRAFFIC CONTROL PLAN SHALL BE APPROVED BY THE CITY T' V1. :NA NW 9114.6066 1 'P RCP RCP) ENGWEERING DEPARTMENT PRIOR TO STREET ENCROACHMENT - :r SW 9 -S2,VL1. iv, RE 915.73 (12 2. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING AND RENEW ALL CONSTRUCTION DOCUMENTS :NV NV ME ITEMS THAT AT I- RCP) S7W,,-, N j)1575 (1C' Pl.'C) P T NW 915.75 (12- RCP) AN GEOTECHNICAL REPORTS. No ACOrrt0N'4- COMPENSATION WILL BE ALLOWED FCR RIM 920.5 SHOULD I -b -S BEEN ANTICIPATED BY PERFORMING THE ABOVE. r & THE ROCK CONSTRUCTION ENTRANCE INDICATED ON THE PLAN IS SHOWN IN AN APPROXIMATE eff" IN Y5 LOCATION. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR IS To CODRDINATE WITH THE OF HUGO FOR THE EXACT ROCK CONSTRUCTION ENTRANCE LOCATION. Ilk 2 OL LPQ Nn :SMH STORM HIM 920 u 17CP ED SEWERE C, lIly, 'IN "OP.08 6" F. 1MINOU-- INV 9m.35 (B" P,�C) 2 RIM 917.39 IW SF 972-97 (21" W. NW 312 Be'RrP) IN. NE .1 -Fa N I 'SlTf, BENCH1.9WK: TOP NUT -@Z. 922.03 > Nl� I - - i,- CC) % 0 1 REMOLITION AND EROSION CONT RIDL PLAN IQ 10 I - ZU I cgrbty that this plant specification. Or report was prepared by me Or urld6f my direct supwvlslon and that I am A duly Llcem;94 Professional Erighm under the laws of the State of Minnesota Joel W. Mader Cate 06-242016 R.9, NO. 19181 DEMOLITION AND EROSION CONTROL PLAN Date DEL24.2016 P,*Ot N-ber 16127 C100 (AP) LLj In In ca >� ilack LLj 0 NC3cn C; 101- C/) copwiaht 2016 DEMOLITION AND EROSION CONTROL PLAN Date DEL24.2016 P,*Ot N-ber 16127 C100 N THE LIN, 'Fl- 0 WN1 f 4" AT 10N ARCHITECTS cot)/,, 20' 10' 0 w V920 ki, ;m! lurd Ave N Suite ao Minneapolis. KN 55401 r= 26 www1oundationarckoom PR 612.340.5430 11/c CE, - f. 6230.5431 AREA IS 0.79 ACRES Now- STOW SCM INLETS; N(RE SHOWN ON PLAN MAY RECEME RUNOFF FROM CONSIBRUCEIGN — amma muddy. B."word 8434).= BKBAik ==-- No RIM 920.6b F— M 504MO PROTECTION PER DETAIL 3/c500 ON ALL F. OF .114 cz-1 T9 COO 2 x RTM 920.68 Ur % N THE LIN, 'Fl- 0 WN1 f 4" AT 10N ARCHITECTS 9-- KEYED_NID —Q= 2 KEYED NOTES ARE DENOTED By ON PL -N. A 5 A! T.INSTALL ROCK CONSTRUCTION ENTRANCE. REFER TO DETAIL 1/C500. 'T RTR INSTALL PERIMETER EROSION CONTROL REFER 10 DETAILS 2/C500 AND 4/C5C0 INSTALL INLET SEDIMENT PROTECTION. RULER TO DETAIL 3/C5W. App XImATE LOcAT;Og or TEMPORARYmNTANM CONCRETE WASH OUT BIN. REFER TO Ro Dg/SDS,=IERAL STORMWATER PERMIT MR CONSTRUCTION ACTIVITY TRUCKS IS AN ACCEPTABLE Z"2 THE MINNESOTA'S NP F M S CO ED ALTERMITIVE OMCRETEH-SITE CDWASHOUTSKTArNL(EWr. ON CONCRETE OUNUTY OR ORE DETAIL& To O 3 INSTALL NN/DDT 3885 CATEGORY 2 TEWPORAZf STRAW FIBER EROSION CONTROL BLANKET. FILTRATION BASIN AND WATER QUAUTY TREATMENT PONDS ARE TO BE CON57RUCTEO AT THE END OF GRADW. OPERATIONS. INFTLIRAMON SAMNS ARE TO BE ROUGH GRADED AND i cattily that this plan. specificatlan. or m UILD//V 7 BRICK SURROUNDED IMT14 SLT FENCE PER DETAIL 2/C500. REFER TO DETAIL 6/C502 FOR CROSS & prepared by me or and I NEPU SECTION. 'Pon wa C� PO 1 1111 NI Osw ,,,L R" TO ANY SM G� OPS� ME CW EMMIURING my direct supervision and that I am a 55 _x�BE MOR —Um .52 NOME, ..MN duly Licensed Professional Engineer S, w THE FExwm UIOSKNI 91 N- =zrrZw ==� IS M WRlIDNAjE A RRECO� UNNORNIG LPI 916.12 131OVIW 00� FACTURES -LL BE laws of the state of Minim ata S 4. NNEDrimG. 014� I(RH ME CITY, F �M OR BERRONED "m CONWRUCr'O underthel *1V RESrUIRED AND IN Kfa AT ME ENO OF EACII W - DEE NE,, N� W WE �. BEFORE MM OR AFTER WE � ACTrATIM, SN— BE ANY EROSION � EAVUDM -O T7' N97AUZ0 AT THOR RIMKIM. IT PRIOR APPROML FROM NO VE�� SAIU, K MADE rKIN ME �m" SHOM ON ME APPRGNED B`A`NNB PLM- "'MO' _P0 WE CITY OR N� AND RPM TO A STE ACCESS Sri BE GRADED OR OTHERNfRit RROTIZTE0 KIM MLT FEIKETI, � C`RM`LS WON RONI6 PREVENT WIDNEIRr wnw � SITE M ME AOW� FROADTA)RASIM � BE SURIRNCEP C�M Rom, MORE MEr mam COWNG PANED RONDAMS. ON E CREEK Aj%AEKW OF *ONTONCOON. -IS TRACKED FRON WE SIrt W NOTOR VURCIIS OR �`N` 12' RCP OR Ie. NORE NIMOMY F VESTED BY C" Joel W. Maier -`max a -: 4 STORM NDIOR 9 BNRC= WME CM WIDE aS D,, G� NMS BE RMFORMS) RUROOKALLY WM CONDI m5 REQ� 08,24,2018 RM 18181 T z NAEORSNED mMX7L tiV I. AIL ERDqDNCa1E1RaLNExWM9YNLBE%MANDWK1MM TON THE DLRANPA 6 5RE CONSIRIACIIONL IFWp51RUC,gN E OR � E� � %�E lWW W MONNON WID' BE RMRDRSR ED EIM MM INroNcim, NmCEON AT THE or mm w OR 75ODN All FIELD OWDRICNIS ACCM AREAS DISTURBED �W C7=NUCRoI ERNA W RESPDRED a SOON AS � r . RIM 918.06 =0VR=WT KI BEEN DSTJRBED ARD MIR MICH GRADING OR SOE MLDIW 5 z ce 12" RCP SEEMED AND ojUDlIE0 A5 SET FORM IN THE MUCINING RIOUNWARS WTHIN 7 Q 'M OR CUW� BY -� :=M. ME W. =6 'TOR ALL � .0's wLL BE CMER �w AN� TRC \ TM 1,,D Uw m, a BE OW-ANCHUROD AND NP ED AT A -EWER gIRI M TORIS M TONPORNIVr SrRNN 11A,01 9, AGE AND NOT LEM MAN BOB cq� Ay iT VEGEDIRM INV NW 9l4.BS_C1_-/RCP W THE OBAOED AREA 15 ANEKIEAM M BE M- /-.%,ED WTHM S. NUUMS, FWAKIE WAR CON515FING or NIMMOM DIV"RENENT NNOOR) SEED INKIM,E 21-11 (gwiU OR 21-111 "BFN War), M A BAR: or iw POWDS PER ACRE. 'RCPj: F GRADED AREA INU. NOT BE OFNEUVEO POR A PERIOD QRXAr`R MAN M NCNWS- ""0` A W"� W� ff� SE ? d IN 5 915.75 (IC' F:-,) MD mmIlIURE NNDOT 22-112 - A RAW OF � �NDS M -o'- mv SW 9 1 k.w _�l RC?, P cs Cr N E 915.73 (12- 7CP) IPI NW 915.75 (12- RCP) GRAOING � M THE EQU� SEC,N,,E, � BE � uM TIME Na GIERNII07ED AND M� A BO -W RIM 920.LS_1-/� ": ' .,D. ONOWM PERIOD, E VNNEABjED m ARE OF TEULTURTE DESERN ML BE PERNMENrt.T m �AREA37HNI NIULHI BE MOWED OR ggIlIO WED NOEURE mNDOT 55-141 AT A RKIE OF 50 POUNDS PER ACPE F. IlIll()ROWULCH. AND TACILRMS W "Of BE LBED MR SOWILZIOrONI IN SCONES ON ORWLAOC W� (3 BE EN,,,,,ED ERON UEURRg: —STORNI SUM =H BARNS PRDIAOENQ THEY ,:EE Nm 0BUIED —NE jFF�ft "m L ZET = IOR ;z! PROrECTION a MAUD SHAIL BE IN'TWIT, AND NANTANED AROk`ND AL MH BASINS VI BL Cjc" BBN, � NECESSARY FOR &llE mmam wRox; cmarmcrin A 0,,ADNG ISTNM p,,,W, M 9WN AFTER OMBER 15 MU. RMUIRE,.4 MPRaN IRI1W SCHERUL WE ::SMH "ITM-L MODON DEVISES. EMRgErr SEDNUIT BASALS. AREA OF �0 O� SEEING AND HKRTE I FINTEIS OF � OF R, 1 5" RC DOW WED AND NU LCB. RIM 920,431 im RM w 9 TO INRME ED maw. AU- 3:1 � SHAH. BE. 0DWRED .,WT no cArEcoRr 2 — EBONIoN wirmeaL mANKErs F _Lff E 9 4, OF NI SMINENT �,, IN oORj SEWERS � BE ROiiDY%C PRIOR TO. D.FGNG AND " COUPLEERM OF 9 2(E5. T5 (8- PVC GRADING t5. EROSION CONTROL RENS AND DEMES � BE RDiCNED ONLY AFTER THE AREA 1M9WOWED F� s`A"`EA`K" OR A` W WE CIN. ,,LL ,,, THE 5n. cDNopUc" MUNE" MD FIELD VERN WE EXISTING 0710"NS PRIOR 2 10 611"m NO ADDRIONAL CONI-ENSKTIOR ML BE omm MR WW IMT COULD � BEEN IDENT'RED BY A SITE Y&T OR Ln CaNsrx MW D=NENT REYEw. H z LLJ x. ME BACNGROUIIO IHRRWANIONI rN5 FRE`AR`D BY NC`RN 2 RIM 91 �3� 3. W COWWrOR`5i RESPOS934fN M �DRIWN WE �TBW OF NL DDOSING=N� j INV SE i;12,97 �21" RCP) LoOIT SkMM. UDqTMN AND � � M� UMMM 45 HOURS BEFORE CONSTRUCTION STARTS.M DKRm OWNER, D,, NOT � R,AT ALL WE MERM AW M�. 0 F MARlED. ARE STOWC(AkM1. CIA wimm UK IIN bM1 912.69- w UTILITIES cw� � ONNER IF D� Da -u8 DUE m cv� Li 1KNE 912.q6 w,, a MR ROL) ISKIAMM ERo R, NO �M �H ARE NOT URIFfIlLEO FOR i , NOIFY In, WXD,m msrED AND Up RKN WORK OONUMMME SIlALLODEM AU- ARPU�f FERUBIE3 PRIOR TO SZNRT OF CON C to it _ ALL EMT 132W Ns S,,OWN W MOB, FOR EV`NPUL ARE TO BE WDERVOM m NEW91MM ,EWw. gfight 2016 T. Au Spot D"EKNs: HMD TK MOB -UNE INDKAEE ME %15� Or THE GUTTEIL UIR-MB ., & W LANDS" M SLOPES ARE TO E CUD 3A (3 FEET KRECOVO4. TO I FOOT VERTICAL) UNLESS TT1ED O1xDRN19E GRADING. DRAINAGE. AND S. A=51BLE NEM� NOT H4B S -OM N ANY DRECTM TBT CODEED M in. PEMCC MSITNE DRAPOE FWAI MUM" AT ALL W`IDB- IT. UMN COMPLETKIN OF ME GA&iI64G AND mIU,Y WONT ME 03NIMS.TO" SNNL "For" MT A: "NO AND "`W *OBK `W` EROSION CONTROL PLAN THE SITE ELNCHKARk:, SL,*mT`U` TO WE CITY FOR RE" AND DUMBURNI'l. aNu TOP 1UT &LCJ � � DEVICES WAT BE I �iACE�MD=. THE t 12. pR,N M:� TARLDIN MRAM AU. NECE� � ilONPROL 922.1313 CrEr � INSPECT TIE SIE TO DICTERNINE IM RXEAFIR MR DULDIN ACTwm ODORS IN WE PROCESS W CLERRM AND GRANNG WE ME � BE RENO)WED FRO16 ME SW- WII TRIBES AND SHRUBS. LWDEIR W C=L%STAKM SHALL M TYPE OF IRNn3tVIL BE BUM OR BURNED ON WE SIZE INDLW` 14. TE INTIM 16 70 STRIP AND 5 NAGED TIPSmL FOR FOTURNL RE-SPRE, W ON WE SNE, IF AR"`NW BY WE U"09C`R` r =Mm SPIRMEWL S INCHM OF MML - AETER cOmEmIRM - 51� BE W -SPREAD PRIOR w 315� q;mL REINW,_ TO Ror�� TORINO, NAY BE rcrm jwm RROYUNO THERE IS APECAAS PROP FIN15IN WE WEE 15 NOTED E, ME Do. 06.2A.2016 A00DRDk= M AND GRA" AND SPECFIGTOIIF. TIE DINIFM"si SHALL REFFA T] 0 WDSC� GRAINGS TK::;��MAN, SgNPLI MR $!t EFBIV� EROSION COKWOL P.jBd Numba 116127 �M A,,UNNR, Wgi.ENT FSKIN —MG CINrO TO BE INSTALLC, TO � MNEWIFE BE COMMEED AND RESTORED AS � a "PER' IS ORANTED nm,WEN -CENT FROMERlIl, —mm. LI*NO E CDNSDu=m OF T E 5 WORK PROCEEDS MRIDOM WE MNrM MONTAL ANr DISTURBED AWM `X"soE WE W w4200 PRIOR To IANRIII 1. a �' ARENEI PLDJ80 TO RECEIVE PNENENM AN TO FWFRIWS ARE ED BE NIHAVER ALL OBER I�T S� 9MMM AWA ARE TO W SEEDED. � mUWH RACED. NA V IIIA.7. "NrCk WIACHW; NED AS W,A,,I NAM,_ ,,M � WE lm� OF SNDA W 'lliAr ME IAIJU� MMU SDCKB TO WE . .. 7.� THRMM WE AND OM MOM w" NA,0RIALS FROM GROUIRC IJUUIIINQ SIlIAU. BE DO -ED � INJUII NAEBRI& WRW GRADING. DRAINAGE. AND EROSION CONTROL PLAN NOR REQUIRE OM-ANCINOBING XTO THE SOL MY Of PLACM *1MCUT NOOI�W- W"I` 4"E� We "B"U"BE D=�C"= MWRE AoIK`N`O =HVIDIRAWC — STABILIZERS OR My BE ER -M �- W- � P �I`*` "EE` 0 A RATE OF ZOOQ �M PER � ME IACI4 AS A wMMU`ON DGC_w.�. 1A WE CONTRACTED,, SHALL UNIT THE D'TUREIED AREA AB NIAII AS POF ARL 20' 10' 0 w 40' i ;m! lurd Ave N Suite ao Minneapolis. KN 55401 r= 26 www1oundationarckoom PR 612.340.5430 APPROXIMATE DISTURBED f. 6230.5431 AREA IS 0.79 ACRES Now- STOW SCM INLETS; N(RE SHOWN ON PLAN MAY RECEME RUNOFF FROM CONSIBRUCEIGN — amma muddy. B."word 8434).= BKBAik ==-- ACTIVEIIIIIIES. INSIMIL RILET SEDIMENT F— M 504MO PROTECTION PER DETAIL 3/c500 ON ALL 9-- KEYED_NID —Q= 2 KEYED NOTES ARE DENOTED By ON PL -N. A 5 A! T.INSTALL ROCK CONSTRUCTION ENTRANCE. REFER TO DETAIL 1/C500. 'T RTR INSTALL PERIMETER EROSION CONTROL REFER 10 DETAILS 2/C500 AND 4/C5C0 INSTALL INLET SEDIMENT PROTECTION. RULER TO DETAIL 3/C5W. App XImATE LOcAT;Og or TEMPORARYmNTANM CONCRETE WASH OUT BIN. REFER TO Ro Dg/SDS,=IERAL STORMWATER PERMIT MR CONSTRUCTION ACTIVITY TRUCKS IS AN ACCEPTABLE Z"2 THE MINNESOTA'S NP F M S CO ED ALTERMITIVE OMCRETEH-SITE CDWASHOUTSKTArNL(EWr. ON CONCRETE OUNUTY OR ORE DETAIL& To O 3 INSTALL NN/DDT 3885 CATEGORY 2 TEWPORAZf STRAW FIBER EROSION CONTROL BLANKET. FILTRATION BASIN AND WATER QUAUTY TREATMENT PONDS ARE TO BE CON57RUCTEO AT THE END OF GRADW. OPERATIONS. INFTLIRAMON SAMNS ARE TO BE ROUGH GRADED AND i cattily that this plan. specificatlan. or m UILD//V 7 BRICK SURROUNDED IMT14 SLT FENCE PER DETAIL 2/C500. REFER TO DETAIL 6/C502 FOR CROSS & prepared by me or and I NEPU SECTION. 'Pon wa C� PO 1 1111 NI Osw ,,,L R" TO ANY SM G� OPS� ME CW EMMIURING my direct supervision and that I am a 55 _x�BE MOR —Um .52 NOME, ..MN duly Licensed Professional Engineer S, w THE FExwm UIOSKNI 91 N- =zrrZw ==� IS M WRlIDNAjE A RRECO� UNNORNIG LPI 916.12 131OVIW 00� FACTURES -LL BE laws of the state of Minim ata S 4. NNEDrimG. 014� I(RH ME CITY, F �M OR BERRONED "m CONWRUCr'O underthel *1V RESrUIRED AND IN Kfa AT ME ENO OF EACII W - DEE NE,, N� W WE �. BEFORE MM OR AFTER WE � ACTrATIM, SN— BE ANY EROSION � EAVUDM -O T7' N97AUZ0 AT THOR RIMKIM. IT PRIOR APPROML FROM NO VE�� SAIU, K MADE rKIN ME �m" SHOM ON ME APPRGNED B`A`NNB PLM- "'MO' _P0 WE CITY OR N� AND RPM TO A STE ACCESS Sri BE GRADED OR OTHERNfRit RROTIZTE0 KIM MLT FEIKETI, � C`RM`LS WON RONI6 PREVENT WIDNEIRr wnw � SITE M ME AOW� FROADTA)RASIM � BE SURIRNCEP C�M Rom, MORE MEr mam COWNG PANED RONDAMS. ON E CREEK Aj%AEKW OF *ONTONCOON. -IS TRACKED FRON WE SIrt W NOTOR VURCIIS OR �`N` 12' RCP OR Ie. NORE NIMOMY F VESTED BY C" Joel W. Maier -`max a -: 4 STORM NDIOR 9 BNRC= WME CM WIDE aS D,, G� NMS BE RMFORMS) RUROOKALLY WM CONDI m5 REQ� 08,24,2018 RM 18181 T z NAEORSNED mMX7L tiV I. AIL ERDqDNCa1E1RaLNExWM9YNLBE%MANDWK1MM TON THE DLRANPA 6 5RE CONSIRIACIIONL IFWp51RUC,gN E OR � E� � %�E lWW W MONNON WID' BE RMRDRSR ED EIM MM INroNcim, NmCEON AT THE or mm w OR 75ODN All FIELD OWDRICNIS ACCM AREAS DISTURBED �W C7=NUCRoI ERNA W RESPDRED a SOON AS � r . RIM 918.06 =0VR=WT KI BEEN DSTJRBED ARD MIR MICH GRADING OR SOE MLDIW 5 z ce 12" RCP SEEMED AND ojUDlIE0 A5 SET FORM IN THE MUCINING RIOUNWARS WTHIN 7 Q 'M OR CUW� BY -� :=M. ME W. =6 'TOR ALL � .0's wLL BE CMER �w AN� TRC \ TM 1,,D Uw m, a BE OW-ANCHUROD AND NP ED AT A -EWER gIRI M TORIS M TONPORNIVr SrRNN 11A,01 9, AGE AND NOT LEM MAN BOB cq� Ay iT VEGEDIRM INV NW 9l4.BS_C1_-/RCP W THE OBAOED AREA 15 ANEKIEAM M BE M- /-.%,ED WTHM S. NUUMS, FWAKIE WAR CON515FING or NIMMOM DIV"RENENT NNOOR) SEED INKIM,E 21-11 (gwiU OR 21-111 "BFN War), M A BAR: or iw POWDS PER ACRE. 'RCPj: F GRADED AREA INU. NOT BE OFNEUVEO POR A PERIOD QRXAr`R MAN M NCNWS- ""0` A W"� W� ff� SE ? d IN 5 915.75 (IC' F:-,) MD mmIlIURE NNDOT 22-112 - A RAW OF � �NDS M -o'- mv SW 9 1 k.w _�l RC?, P cs Cr N E 915.73 (12- 7CP) IPI NW 915.75 (12- RCP) GRAOING � M THE EQU� SEC,N,,E, � BE � uM TIME Na GIERNII07ED AND M� A BO -W RIM 920.LS_1-/� ": ' .,D. ONOWM PERIOD, E VNNEABjED m ARE OF TEULTURTE DESERN ML BE PERNMENrt.T m �AREA37HNI NIULHI BE MOWED OR ggIlIO WED NOEURE mNDOT 55-141 AT A RKIE OF 50 POUNDS PER ACPE F. IlIll()ROWULCH. AND TACILRMS W "Of BE LBED MR SOWILZIOrONI IN SCONES ON ORWLAOC W� (3 BE EN,,,,,ED ERON UEURRg: —STORNI SUM =H BARNS PRDIAOENQ THEY ,:EE Nm 0BUIED —NE jFF�ft "m L ZET = IOR ;z! PROrECTION a MAUD SHAIL BE IN'TWIT, AND NANTANED AROk`ND AL MH BASINS VI BL Cjc" BBN, � NECESSARY FOR &llE mmam wRox; cmarmcrin A 0,,ADNG ISTNM p,,,W, M 9WN AFTER OMBER 15 MU. RMUIRE,.4 MPRaN IRI1W SCHERUL WE ::SMH "ITM-L MODON DEVISES. EMRgErr SEDNUIT BASALS. AREA OF �0 O� SEEING AND HKRTE I FINTEIS OF � OF R, 1 5" RC DOW WED AND NU LCB. RIM 920,431 im RM w 9 TO INRME ED maw. AU- 3:1 � SHAH. BE. 0DWRED .,WT no cArEcoRr 2 — EBONIoN wirmeaL mANKErs F _Lff E 9 4, OF NI SMINENT �,, IN oORj SEWERS � BE ROiiDY%C PRIOR TO. D.FGNG AND " COUPLEERM OF 9 2(E5. T5 (8- PVC GRADING t5. EROSION CONTROL RENS AND DEMES � BE RDiCNED ONLY AFTER THE AREA 1M9WOWED F� s`A"`EA`K" OR A` W WE CIN. ,,LL ,,, THE 5n. cDNopUc" MUNE" MD FIELD VERN WE EXISTING 0710"NS PRIOR 2 10 611"m NO ADDRIONAL CONI-ENSKTIOR ML BE omm MR WW IMT COULD � BEEN IDENT'RED BY A SITE Y&T OR Ln CaNsrx MW D=NENT REYEw. H z LLJ x. ME BACNGROUIIO IHRRWANIONI rN5 FRE`AR`D BY NC`RN 2 RIM 91 �3� 3. W COWWrOR`5i RESPOS934fN M �DRIWN WE �TBW OF NL DDOSING=N� j INV SE i;12,97 �21" RCP) LoOIT SkMM. UDqTMN AND � � M� UMMM 45 HOURS BEFORE CONSTRUCTION STARTS.M DKRm OWNER, D,, NOT � R,AT ALL WE MERM AW M�. 0 F MARlED. ARE STOWC(AkM1. CIA wimm UK IIN bM1 912.69- w UTILITIES cw� � ONNER IF D� Da -u8 DUE m cv� Li 1KNE 912.q6 w,, a MR ROL) ISKIAMM ERo R, NO �M �H ARE NOT URIFfIlLEO FOR i , NOIFY In, WXD,m msrED AND Up RKN WORK OONUMMME SIlALLODEM AU- ARPU�f FERUBIE3 PRIOR TO SZNRT OF CON C to it _ ALL EMT 132W Ns S,,OWN W MOB, FOR EV`NPUL ARE TO BE WDERVOM m NEW91MM ,EWw. gfight 2016 T. Au Spot D"EKNs: HMD TK MOB -UNE INDKAEE ME %15� Or THE GUTTEIL UIR-MB ., & W LANDS" M SLOPES ARE TO E CUD 3A (3 FEET KRECOVO4. TO I FOOT VERTICAL) UNLESS TT1ED O1xDRN19E GRADING. DRAINAGE. AND S. A=51BLE NEM� NOT H4B S -OM N ANY DRECTM TBT CODEED M in. PEMCC MSITNE DRAPOE FWAI MUM" AT ALL W`IDB- IT. UMN COMPLETKIN OF ME GA&iI64G AND mIU,Y WONT ME 03NIMS.TO" SNNL "For" MT A: "NO AND "`W *OBK `W` EROSION CONTROL PLAN THE SITE ELNCHKARk:, SL,*mT`U` TO WE CITY FOR RE" AND DUMBURNI'l. aNu TOP 1UT &LCJ � � DEVICES WAT BE I �iACE�MD=. THE t 12. pR,N M:� TARLDIN MRAM AU. NECE� � ilONPROL 922.1313 CrEr � INSPECT TIE SIE TO DICTERNINE IM RXEAFIR MR DULDIN ACTwm ODORS IN WE PROCESS W CLERRM AND GRANNG WE ME � BE RENO)WED FRO16 ME SW- WII TRIBES AND SHRUBS. LWDEIR W C=L%STAKM SHALL M TYPE OF IRNn3tVIL BE BUM OR BURNED ON WE SIZE INDLW` 14. TE INTIM 16 70 STRIP AND 5 NAGED TIPSmL FOR FOTURNL RE-SPRE, W ON WE SNE, IF AR"`NW BY WE U"09C`R` r =Mm SPIRMEWL S INCHM OF MML - AETER cOmEmIRM - 51� BE W -SPREAD PRIOR w 315� q;mL REINW,_ TO Ror�� TORINO, NAY BE rcrm jwm RROYUNO THERE IS APECAAS PROP FIN15IN WE WEE 15 NOTED E, ME Do. 06.2A.2016 A00DRDk= M AND GRA" AND SPECFIGTOIIF. TIE DINIFM"si SHALL REFFA T] 0 WDSC� GRAINGS TK::;��MAN, SgNPLI MR $!t EFBIV� EROSION COKWOL P.jBd Numba 116127 �M A,,UNNR, Wgi.ENT FSKIN —MG CINrO TO BE INSTALLC, TO � MNEWIFE BE COMMEED AND RESTORED AS � a "PER' IS ORANTED nm,WEN -CENT FROMERlIl, —mm. LI*NO E CDNSDu=m OF T E 5 WORK PROCEEDS MRIDOM WE MNrM MONTAL ANr DISTURBED AWM `X"soE WE W w4200 PRIOR To IANRIII 1. a �' ARENEI PLDJ80 TO RECEIVE PNENENM AN TO FWFRIWS ARE ED BE NIHAVER ALL OBER I�T S� 9MMM AWA ARE TO W SEEDED. � mUWH RACED. NA V IIIA.7. "NrCk WIACHW; NED AS W,A,,I NAM,_ ,,M � WE lm� OF SNDA W 'lliAr ME IAIJU� MMU SDCKB TO WE . .. 7.� THRMM WE AND OM MOM w" NA,0RIALS FROM GROUIRC IJUUIIINQ SIlIAU. BE DO -ED � INJUII NAEBRI& WRW GRADING. DRAINAGE. AND EROSION CONTROL PLAN NOR REQUIRE OM-ANCINOBING XTO THE SOL MY Of PLACM *1MCUT NOOI�W- W"I` 4"E� We "B"U"BE D=�C"= MWRE AoIK`N`O =HVIDIRAWC — STABILIZERS OR My BE ER -M �- W- � P �I`*` "EE` 0 A RATE OF ZOOQ �M PER � ME IACI4 AS A wMMU`ON DGC_w.�. 1A WE CONTRACTED,, SHALL UNIT THE D'TUREIED AREA AB NIAII AS POF ARL 'Ctly'Yi�}• `yip :7a s �h ca RIM W9.73 Ui Y IV,) CB - ►� iMR Go ♦ +, iU-4116 CD ON 'ir_ EMH / 11L =914,18 \ S -9 INV • w 1N%v f �J =914.t8f HITZ ♦sur \,.r o � p � ' % ^ r ♦ t. _ ♦ 1 � 7 CO INV 3 �, •e1Q 00 •� T CO INV d9t5.90 TRE;+� 'MH ♦ -r I,J . /.-. .. _ 1, \fid• � OJR9 - ♦ L �,-1 � f t \ 2 I ` ❑5 CB t/3 4 tj.}� RC 1A,' ` 4 'LOAM .7 i I ♦ Corm/2 4 / i r P ♦ �, � c NC � � HIM c INC INC h IV NV' h CB STORM SEWER TABLE �.: _ 1 UTILITY PLAN 30 ' ca RIM 920.69 .� SLP `1 STRUCTURE M ,ng CONSTRUCTION LIMITS ger 1E Mark STRUCTURE 71MENS'ON 1 L J�`�3-LO RLP ELEVATION' iNVFRT ELEVATION PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE ,OFhTIF!i1'T01. (;LACHES) CASTIN CASTING ---'�--- STORM SEWER }�- EX. 9 -UB /1 NA NA NA N:. NW 913.00 24 L.F. OF 12" RCP PIPE O 0.427. CBMH /2 RIM 91 B.20 ■ / RIM S 916.12 IH' S 914.73 IMV. SE 913.10 �,' �IN'1 CBMM If2 48 R-3057 918.25 OI:. HE 913.10 29 L.F. OF 12' RCP PIPE O 4.31%.CB /3 NE N 12' P".P MN. NW 913.10 !90 LE OF 12" RCP PIPE O 0.37X, CB 04 STrIRM 9MER_.. 12' INV. SE 9!4.35 CB f3 27 R-2535 918,35 4 IM'. NW 915.PD 49 F. OF 4' PERF. PVC PIPE O 1.84X, CB /4 27 R-2535 917.00 W. SE 913.78 INV. RN 913,90 53 I.. F. OF 4' PERF. FVC PIPE O 0.4'.`X, EX ce /5 KA NA 919.20 12" INV. SW 914.08 4 INV. N 914.13 25 L.F. OF 12" RCP PIPE a 3,20%. CB /6 14.06 (12 RCP - IN" RE 915.73 (12" RLP) 1$.02 f15 RCPj. 12` IN. S 914.85 IN' C ,f 15.75 (10" PY,;) W /8 27 R-2535 818.25 4' INVV. NW 915.50 102 L.F. OF 4' PERF._PVC PIPE • 0.65X.-- - 1 UTILITY PLAN 30 ' ca RIM 920.69 .� SLP `1 SY1113CH M ,ng CONSTRUCTION LIMITS ger 1E Mark s\'�a� ; `_ � f 1 L J�`�3-LO -------- SANITARY SEWER Ce rete WATER PIPE D-Aile Iran Pipe 1 UTILITY PLAN 30 ' ca RIM 920.69 .� SLP `1 S3 „ 912.97 !21" RCP} 912 $3' 12- 41 "_JP t15 RCPj,., SITE BENCHMARK j� ill TOP NUL' S E 922.06 ♦ CO PROPOSED PLAN SY1113CH M ,ng CONSTRUCTION LIMITS ger 1E Mark �1'TIIJIL 1 � f SAWCUT UNE (APPRDX.) -------- SANITARY SEWER Ce rete WATER PIPE D-Aile Iran Pipe DRAIN TILE ---'�--- STORM SEWER }�- !. �75U GATE '%LVE N CLEA,NOUT 919,5E RIM 91 B.20 ■ / RIM S 916.12 IH' S 914.73 I, �,' �IN'1 P11C PolyW184 hr111:e RCP Lpf O0 a NE N 12' P".P , ) STrIRM 9MER_.. Fi ~ 'WORM SEWER\ f RCP ST - 14.66 (1z(1RCP, - 14.06 (12 RCP - IN" RE 915.73 (12" RLP) 1$.02 f15 RCPj. STh.ST-. �' IN' C ,f 15.75 (10" PY,;) RIN 9203. �i IH: NW 915.75 (T2" RCP) LP r) U 2 _. -3MIA 'Sg RIM 920.01 W 106.38 E 306.09 (6" pw,C Q p 590:.35 (B" F 'C) U N S3 „ 912.97 !21" RCP} 912 $3' 12- 41 "_JP t15 RCPj,., SITE BENCHMARK j� ill TOP NUL' S E 922.06 ♦ CO PROPOSED PLAN SY1113CH M ,ng CONSTRUCTION LIMITS ger 1E Mark PROPERTY LINE 0.wh ReNin SAWCUT UNE (APPRDX.) -------- SANITARY SEWER Ce rete WATER PIPE D-Aile Iran Pipe DRAIN TILE ---'�--- STORM SEWER }�- FIRE HYDRANT FIniMhad Floor E3 v Uon GATE '%LVE N CLEA,NOUT • CATCH BASIN ■ MANHOLE Manhole 20' V 0 20' 49 A T= 20' KEYED NOTES KEYED NOTES ARE DENOTED BY ® ON PLAN. O REMOVE PLUG AND CONNECT TO ExISTNG 6' PVC SANITARY SEWER STUB AT INV. 910,40. FOLLOW :,LL CITY OF HOD STANDARDS AND SPEGFICATIpIS 0 INSTALL SMLITARY SEWER CLEANOUT AT 6N. 910.84. FOLLOW ALL CITY OF HUGO STANDARDS AND SPECIFICJRIONS. REFER TO DETAIL 5/C500. INSTALL 66 -FEET OF 6 -INCH PWC PIPE AT 2.00Z TO INVERT OF 911.72. STUB TO WITHIN 5-FEEF OF PROPOSED BUILDING. COORDINATE F](I'Cr LODAMN MID INVERT ELEVATION WITH MEGIwafJIL OONIHACfOR PRICIA TO THE STAK OF CONSTRUCTION. ❑4 REMOVE PLUG AND CONNECT TO EMSTING 6 -INCH WATER MARL EXTEND 6 -INCH WATER MAN APPROXIMATELy 36-rEET. FOLLOW ALL CITY OF HUGO STANDARDS AND SPECIFICATIONS. ❑S INSTALL a -INCH BY 6-INCN TEE. FOLLOW ALL CITY OF HUGO SIANDUt05 AND SPECIR-1 rLS. REFER TO DETAIL 1/[501. INSTALL FIRE HYDRANT AND GATE VALVE. FOLLOW ALL CITY OF HUGO STANDARDS AND SPECIFICATIONS. REFER TO DETAIL 7/[500. ❑r STUB 2 -INCH TYPE K COPPER WATER SERVICE TO WITHIN 5 -FEET OF BUILDING. COORDINATE ETUICr LOCATION AND NVERT ELEW1110N WITH MECIWOGAL CONTRACTOR PRIOR TO THE START OF OOHSTRUCTION, REFER TO DETAIL 8/C500. ❑6 REMOVE PLUG AND CONNECT TO E3USTNG 12 -INCH RCP SNB AT INV. 913.00. FOLLOW ALL CITY OF HUGO STANDARDS AND SPECIFICATIONS. REFER TO STORM SEWER TABLE BELOW FOR PIPE EXTENSIONS. ❑9 INSTALL 4 -INCH PVC DRAIN 'ILE. CONTRACTOR SHALL INSTALL A 4 -INCH PVC CLEANOUT AT THE END OF EACH PIPE. REFER TO DETAIL 4/C501. 1p CORE DRILL EXISTING CO 0 AT IN'. 914.73 FOR RRCPOSED PIPE CONNECITDN. GROUT SEAL AROUND OPENING, FOLLOW ALL CITY OF HUGO STANDARDS AND SPECIFICATIONS - INSTALL RAN GLNR9IAN PER DETAIL 7/001. FOLLOW MANUFACTURES RF00MMENDAMONS FOR NSTALLATION. I. ccanCAAQr6 9EReKE CORIECTON LO aMa T T E EVIUAMO WON WE MEOMMD�1 CONIFNTDD >r9P TO OP$1TWCDDk. RD lCgITIWML CONNoS Iam WRL BE AL9WED FOR NNW14 0MArED WDRL R. IAL SEWER SBNICE CONNECNINS WDN LE,, TEM E FEET W CIVET OYETT TE TOP OF PPE TWE TO NSLU O, IHIRILMIOX SMALL EE T,SIAL ED FROM TIE COEWECDOr1 W RE SERMCE AT WE AUUg, O TS WE PONT WMICH TIE SCIWDE TTARIs 5 FEET OF COVOL C, 9MLL ovaRN WMTEM PEIalssow FROM WicKw OR ETIGNEER PRIOR TO NSTMLAIiw OF MIA`1C . S MORECr ML "= RES AND U011 ES __ ME NOT �"=FLET TO ME REMOJ 4. IIa FEE�REr F NLLNLRWCROWNGS NjM EDIT HNf AND � aF I 0 ANUN D WASIACO4 DNM06�9NTAL sEPARARON OF 5. ALL wEM MANS SMALL EE Duna IRON PPL OLT s W. UNLESS NOTED MUWASE. A. ALL WRIER MAIN SNA1 AIDE A HMMUN aSPTN OF CQSR OF aD F37 RIER TDP W TMTER HART. 7. F1nYIDE __ fN.00 MG ON ALL x191 LIMN Pw WIT OF MuuC. pHTINN: IECIIINICAL J0 FESIRIAIIS ON ALL Bum VALVES. 1AES, PLU AND MYDIAWr MAIM B. SM4EAA1' 9ElYElt PIBND 9WL BE Sw ?E PVC INRESS Mvvo aTu� 9. SIWMI 9EWw AHxO SNNL >H IpiWECFO LOIILIER HPE (RCPT• UNlF86 XOrEO OTEINISE. IBL 52 -NW TINAIGN 111 -INCH NLP SMN SEWER PPE SHALL BE CURS S RCP PIPE VlilElT 11iAx la -MM 9WLL w C1AMI 3 ONESS NOTED 011ERMSL Ia LLNWM ,,AS ARE M CaORD ,, A, "K WITH 015. ELECMG TAk SeON AND IEIEHIONE COMPNIRS PMOR m STMT OF NIISIIIIIIICOMS 15. LLL PO 1% AC OF 11E EVON SeRER SEm ADCIIEO WRHM la-FE13 OF 1eE BIClDR10 OLE W1T]i SENILE LRE nw1 BE TESTED IN AWORORILTCIU M MN WIE SIO0 CODE 12 . ALL 4 010 Oen rAPPI KIs W INE KORA RSENENJOH STMUSI SPMA E W6 TNM OR M TETT N AOCCADYKL TO Mx PLUYBWO CODE ,PPREVEO RE9TEMr ILERCM` RMiS AAAir � usm ro TWE WATER rCEN COIINEEWT IVAR ro MMIg1E PERMRRP ONLY I R REPnN3 ✓ D OWER �NECIgMS OF "GMM -in COM .L.TEa NRI 91WI -➢Wn: TH£� ARCHITECTS 212 Third Ave N Suite 460 Minneapolis, MN 55401 www.foundationarchcom p. 612340.5430 f. 612.3403431 BKBUeAsa4m lfalEAa11111911f Fs 01" 6460421 W.W.alit .- I Q TNI TMW ftp - AInet. NArw N hurl k P'NhV+d a rb �i Ib pqw} A WPI EIprA eq eq M M uM P �l I/ eiP seem i I certify that this pian, SpedIFICIFtIlOrL OF report Was prepared by me Of under my direct supervision and that I am a ddy Licensed Professional Engineer Tinder the laws of the state of Minnesota Joel W. Maier Date 0524.2016 Reg. Na 181aT } AB6REVWT14.d.S. M ,ng BM ger 1E Mark CB 0.wh ReNin 00 Clean Out CONC Ce rete DIP D-Aile Iran Pipe ELEV BM a5an EX EaleUng FIFE FIniMhad Floor E3 v Uon HOPE High Denelly PdyeUrylMe INP I rt MAX Mwimum AAFI Manhole MIN Minimum P11C PolyW184 hr111:e RCP Reinforced WIIGrete PI e 20' V 0 20' 49 A T= 20' KEYED NOTES KEYED NOTES ARE DENOTED BY ® ON PLAN. O REMOVE PLUG AND CONNECT TO ExISTNG 6' PVC SANITARY SEWER STUB AT INV. 910,40. FOLLOW :,LL CITY OF HOD STANDARDS AND SPEGFICATIpIS 0 INSTALL SMLITARY SEWER CLEANOUT AT 6N. 910.84. FOLLOW ALL CITY OF HUGO STANDARDS AND SPECIFICJRIONS. REFER TO DETAIL 5/C500. INSTALL 66 -FEET OF 6 -INCH PWC PIPE AT 2.00Z TO INVERT OF 911.72. STUB TO WITHIN 5-FEEF OF PROPOSED BUILDING. COORDINATE F](I'Cr LODAMN MID INVERT ELEVATION WITH MEGIwafJIL OONIHACfOR PRICIA TO THE STAK OF CONSTRUCTION. ❑4 REMOVE PLUG AND CONNECT TO EMSTING 6 -INCH WATER MARL EXTEND 6 -INCH WATER MAN APPROXIMATELy 36-rEET. FOLLOW ALL CITY OF HUGO STANDARDS AND SPECIFICATIONS. ❑S INSTALL a -INCH BY 6-INCN TEE. FOLLOW ALL CITY OF HUGO SIANDUt05 AND SPECIR-1 rLS. REFER TO DETAIL 1/[501. INSTALL FIRE HYDRANT AND GATE VALVE. FOLLOW ALL CITY OF HUGO STANDARDS AND SPECIFICATIONS. REFER TO DETAIL 7/[500. ❑r STUB 2 -INCH TYPE K COPPER WATER SERVICE TO WITHIN 5 -FEET OF BUILDING. COORDINATE ETUICr LOCATION AND NVERT ELEW1110N WITH MECIWOGAL CONTRACTOR PRIOR TO THE START OF OOHSTRUCTION, REFER TO DETAIL 8/C500. ❑6 REMOVE PLUG AND CONNECT TO E3USTNG 12 -INCH RCP SNB AT INV. 913.00. FOLLOW ALL CITY OF HUGO STANDARDS AND SPECIFICATIONS. REFER TO STORM SEWER TABLE BELOW FOR PIPE EXTENSIONS. ❑9 INSTALL 4 -INCH PVC DRAIN 'ILE. CONTRACTOR SHALL INSTALL A 4 -INCH PVC CLEANOUT AT THE END OF EACH PIPE. REFER TO DETAIL 4/C501. 1p CORE DRILL EXISTING CO 0 AT IN'. 914.73 FOR RRCPOSED PIPE CONNECITDN. GROUT SEAL AROUND OPENING, FOLLOW ALL CITY OF HUGO STANDARDS AND SPECIFICATIONS - INSTALL RAN GLNR9IAN PER DETAIL 7/001. FOLLOW MANUFACTURES RF00MMENDAMONS FOR NSTALLATION. I. ccanCAAQr6 9EReKE CORIECTON LO aMa T T E EVIUAMO WON WE MEOMMD�1 CONIFNTDD >r9P TO OP$1TWCDDk. RD lCgITIWML CONNoS Iam WRL BE AL9WED FOR NNW14 0MArED WDRL R. IAL SEWER SBNICE CONNECNINS WDN LE,, TEM E FEET W CIVET OYETT TE TOP OF PPE TWE TO NSLU O, IHIRILMIOX SMALL EE T,SIAL ED FROM TIE COEWECDOr1 W RE SERMCE AT WE AUUg, O TS WE PONT WMICH TIE SCIWDE TTARIs 5 FEET OF COVOL C, 9MLL ovaRN WMTEM PEIalssow FROM WicKw OR ETIGNEER PRIOR TO NSTMLAIiw OF MIA`1C . S MORECr ML "= RES AND U011 ES __ ME NOT �"=FLET TO ME REMOJ 4. IIa FEE�REr F NLLNLRWCROWNGS NjM EDIT HNf AND � aF I 0 ANUN D WASIACO4 DNM06�9NTAL sEPARARON OF 5. ALL wEM MANS SMALL EE Duna IRON PPL OLT s W. UNLESS NOTED MUWASE. A. ALL WRIER MAIN SNA1 AIDE A HMMUN aSPTN OF CQSR OF aD F37 RIER TDP W TMTER HART. 7. F1nYIDE __ fN.00 MG ON ALL x191 LIMN Pw WIT OF MuuC. pHTINN: IECIIINICAL J0 FESIRIAIIS ON ALL Bum VALVES. 1AES, PLU AND MYDIAWr MAIM B. SM4EAA1' 9ElYElt PIBND 9WL BE Sw ?E PVC INRESS Mvvo aTu� 9. SIWMI 9EWw AHxO SNNL >H IpiWECFO LOIILIER HPE (RCPT• UNlF86 XOrEO OTEINISE. IBL 52 -NW TINAIGN 111 -INCH NLP SMN SEWER PPE SHALL BE CURS S RCP PIPE VlilElT 11iAx la -MM 9WLL w C1AMI 3 ONESS NOTED 011ERMSL Ia LLNWM ,,AS ARE M CaORD ,, A, "K WITH 015. ELECMG TAk SeON AND IEIEHIONE COMPNIRS PMOR m STMT OF NIISIIIIIIICOMS 15. LLL PO 1% AC OF 11E EVON SeRER SEm ADCIIEO WRHM la-FE13 OF 1eE BIClDR10 OLE W1T]i SENILE LRE nw1 BE TESTED IN AWORORILTCIU M MN WIE SIO0 CODE 12 . ALL 4 010 Oen rAPPI KIs W INE KORA RSENENJOH STMUSI SPMA E W6 TNM OR M TETT N AOCCADYKL TO Mx PLUYBWO CODE ,PPREVEO RE9TEMr ILERCM` RMiS AAAir � usm ro TWE WATER rCEN COIINEEWT IVAR ro MMIg1E PERMRRP ONLY I R REPnN3 ✓ D OWER �NECIgMS OF "GMM -in COM .L.TEa NRI 91WI -➢Wn: TH£� ARCHITECTS 212 Third Ave N Suite 460 Minneapolis, MN 55401 www.foundationarchcom p. 612340.5430 f. 612.3403431 BKBUeAsa4m lfalEAa11111911f Fs 01" 6460421 W.W.alit .- I Q TNI TMW ftp - AInet. NArw N hurl k P'NhV+d a rb �i Ib pqw} A WPI EIprA eq eq M M uM P �l I/ eiP seem i I certify that this pian, SpedIFICIFtIlOrL OF report Was prepared by me Of under my direct supervision and that I am a ddy Licensed Professional Engineer Tinder the laws of the state of Minnesota Joel W. Maier Date 0524.2016 Reg. Na 181aT } Z a � W CCD H uLLJ O0 a NE N z CIE copyri ht 2016 UTILITY PLAN Daze 06.24.2016 Pralect Number 16127 C300 Euco 3T pig 7r, EM a !• �� BPA, 1-4.441� EMH DE .:; i rte, ❑( � 1._ ur- - a \ r rg'R � �♦ \ AA r � If .r •,� I Vim,/ j� LPQS r: N If A ii LF 41 I 1 PAVING AND GEOMETRIC PLAN 40 SLP < J r •',,; _!,' 1 _� rte- Ate: � .. y BSD i Bn'VCIr , 01. Lpr - PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS ..- -'- PROPERTY ONE - - SAwCUT UNE (APPROX.) ` FLAT CURB AND GUTTER v \.+ CONCRETE .� PaYENPJ'IT/sIpT:WAEK AA r � If .r •,� I Vim,/ j� LPQS r: N If A ii LF 41 I 1 PAVING AND GEOMETRIC PLAN 40 SLP < J r •',,; _!,' 1 _� rte- Ate: � .. y BSD i Bn'VCIr , 01. Lpr - PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS ..- -'- PROPERTY ONE - - SAwCUT UNE (APPROX.) ------- FLAT CURB AND GUTTER CONCRETE .� PaYENPJ'IT/sIpT:WAEK ELEN PEDESTRIAN CURB RAMP ACCESSIBLE PARKING Y SYMBOL C' rw hNd Fkor EkwUNn FK N NOvimum PARKING STALL COUNT MIN ABBREVT'kTIONS gror w m9 N DN Bench Mph CONIC Oorvele ELEN Ekraran EX E tiling FEE rw hNd Fkor EkwUNn MAX NOvimum MIN Minimum RRados TYP. TYPIC', MNNUTCD Minnennta MRnuol en Uniform a f I Wtom') 20' 10' 0 20r 44' CL Sc r = 20' KFYEn NOTES KEYED NOTES ARE DENOTED BY ® ON PLAN. F±] INSTALL 8612 CONCRETE CURB AND GUTTER. REFER TO DETAIL 1/C5O2. ❑2 INSTALL NOSE DOWN CURB SECTION. REFER TO DETAIL B/C502. ❑T INSTALL RAIN GUARDIAN PER DETAIL 7/CSO1. FOLLOW MANUFACTURES RECOMMENDATIONS FOR INSTALLATION, O INSTALL PEDESTRIAN CURB RAMP. REFER TO DETAIL 2/C5G2. REFER TO NN/DOT STANDARD PLAN 5-297.250 MMC LIN/DOT STANDARD RATE 70.98. ❑5 INSTALL ACCESSIBLE PARKING SIGN. REFER TO DETAIL 3/C502. © INALL C502. REFER TO IANDSCAPPE CONCRETE FOR CONCRETE FINISH AND JOI TING- ❑? PROOF OF PARKING AREA. © INSTALL BITUMINOUS PAVEMENT. REFER TO DETAIL 4/C AL ❑9 24W RUE CURB CUT OPENING FOR EMERGENCY OVERLAND FLAW ROUTE. gaLERAL NOTES! 1. ALL OBQEglB ARE TO FKE 9F CURS UNLESS NOIR NIERW" 2. AIL We ANP 4TNIF/i B To BE W12 cm mm owe mY GLITTER MUSS N OTHERWIRL 1 No 9eEWRA M M TWE NNE RWN A = CROS SLOPE OR YORE 1KNN a Sti LONTRUDS r2. AaPE. • REFER Ta NICHTIO L NNS POR PROPG"O SOLO" IAYPN, 5. NO POROWG OF WATER OR ABRUPr TRMr9NOK6 NAL BE WJAIETR 1N SB` MEN PNIEYB AN -g TIATGIES INTO OWN PME14NT/Q1RTL 6.ALL PAR"X) WADS ARE TO BE 9 FEET WOE BY 20 FEET TART. ]. YF11AE CIBMINO AND NO PARKING ABM FOR PRE PRKOEOIION "POSES, OF BRE IME9. PAVING NOTES: 1- REFER TO STRUCTURAL PLANS FOR STOOP CErAl9. ALL WALKS ARE TO BE CENTERED ON THE DOORS 2. INSTALL APPROPRIATE EXPANSION MATERIAL WmERE CONCRETE 5 ADJACENT TO BUILDING FACE. 3. sAWCLN AND MATCH NEW BOUMRNOLS PAVEMENT INTO EXISTING PAVEMENT, NO FBRUPr GRADE TRANSITIONS OR PONDING OF WATER WILL BE ALLOWED- MATCH AND CONCRETE PEOFlCATII]NS FORURB AND GUTTER INTO CURB TYPE, MATERIIA� �SINSTALNAF TTIONWALL CITY OF ME HODS. HUCD STANDARDS 5, SAWCUf EXISTING BRUFMMOUS PAVE" AND CURB AND GUTTER TO NEAREST JOINT. CCORD"TE REMOVAL LIMITS WITH SITE DEMOLMON CONTRACTOR AND CONSTRUCTION MANAGER, 7OLLDW ALL CITY OF HUGO AND WASHINGTON COUNTY REQUIREMENTS FOR TRAFFIC CONTROL QW THE , I' -,-.r ARCHITECTS 212 TNrd Ave N Suite 460 minneapoils, MN 55401 www1oundationarCI1.COm p. 612.340.5430 L 612.3405431 5830 Bmo*n Bala. uN B■/�� Nlrr— (n W 5eM2P251E FJYP�PS -.a wvwf]Ei116i',lG621 Q M. B4inrr, � ;L4. Yd Wpfl"M swraaaaeml T�4�nrMilPb �ANAIN. I Cefttty that this Plan. specift-8d0lL OF 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 Mirrlesota Joel W. Maier Oae9 09-242016 Reg. NO, 19181 } N Z La,l D V r 0 a y Wtom') CL _ � Y o3E LLLJ O y o LLj rY cGDvrtaht 2016 _ PAVING AND GEOMEMIC PLAN Date 06242016 P(*d Nur116er 1ss27 r IIFaIYFNPER:GNPYW�, DYnrrvnr;Rnrr-'+ar rWa +wLocrawr'rvL re[rxawAn rLlrArOR Iuae.etaa'NRPERCaKeC'qN. � ONINNIL i'= AIC�AN,MN6 V p! PA14rY 'Meq AsaPePFxa I�•--uLyla-zrLrureP menAmn wraN rx:. Se.ew:B 1I 1'.W I i.' ' aEWFA'Y: FANIv — A Xm rmk. 'NE, EIr `.,Er . a#DcwraoE � I LitA1MLCRfN:.AW d 1 aM +xR1o■-Am`A,TE arcvl�ex wd rAsr-NaRm F .I !A[WT[ONOEPF . r�PYatwFr ' r� r.r.N• 11�/ rOxMLr-ERa•r jwi H■E'.iflF DNV Nn„eER ASS �P x,rxm. kLL k,1 xnr1rCOMI raR Als xW�uxgroat. o'M;aN.vr,vv a. DLwkaroaWNarn+.rNA:.rnr-:xxLL wn uanArm, n'�'NaA OOITJEIs ar1LA.�w alBNarAl1ED AMFMPPANr mOPxr■.e,AxwAAN41 wwFAcvFDrar,AlDNms r. uL xr.nW-L?xabsw. ae nEnTr-x■A•,rF Amo■ n rmNL.Lr aaNNDaxIIL. TeEvwA,elwovux mr,rw-a NEG-IxGEud Rr.aeDi-neAaP re•r,a■e ]. NN]LK1.lb;rWLrLxt A :Y_T,FMPEIrrw.Gk1■Wk YL xOtlEAYLRCTANLiGTOSC4AnE W,1 eInWRNC a. REP WrYYLPWNa EP GCERIAD,D BE! 61YL®dTNPLMPERO]IFRIIPIxd ATIli EAC■LL a rle PxrrA.E 9rxxl M'P 1xE OT KYLE HDIR■EW L ECP1leeeiFa ErPPELr'x m r•e,r-Ze[T ,, PI.t,E No. rELLa, TYPICAL o10N8 _ HUGOGa HYDRAN4 INSTALLATION 7 TYPICAL HYDRANT WITH GATE VALVE AND BOX 50 U.NLE�S OTHERVO,E PROPERTY LINE NOTED ON PLANS. PROPOSED FINISHED GRADE 6'-2" X 2" 'WOOD POST WIRED TO CURB BOX. FI NT TOP o6' B—E ('/ACANT LOT - JSE STEEL PENCE P03T) LL.I O �F CURB STJP ii lti DRIVr.%11r,Y OR SIDEWALK, 1 "FORD TYPE '.1" CA;NVG 11UST GE INST.;LLED 1 1/4" DIr,r9ETER.. g WRAP WITH S MIL POLY Li (SEE _,PECS) OCNNECi TRACL< io r- '-IRE TO M,JN r CURB BOX I _INE %RE OR DIP AND STOP MAIN DiRFCTLY. CORPORATION S -OR } SEE :;PECS. `PIPCOPPER SERVICE j1 x y V -1-H PVC SER''ICE. 22' MAX.IIJW, CONCRETE I WRAP A-�OUN,i PIPF BRICK —� .,,TER tvI;,IN PRO"IDE HORIZOINT,L, LOOP IN Wr TFR SER" R `TAPPING PLAN "IEW 3-rDDLE S WATER SERVICE 500 Foul 113 01117- j,W&AL,W6T0"OOD,ERND r1041TOA APPRCYEDE0JALOL91 AUm CLEANS SAW AL_DNBIR.: YEIFREDx AN] DDL JLBOVEPALL GBT IgONCLEASDYr81N3JaET0P NMVE7'AYB AIp PNxINDAREA:. Ns~r� -lip VAP'E5 I ice*- . TP:'C ECF[OVLExa I I' �.��-roxNsre-uN uaar — PVGeER,ICFIm'E .q P.VC g1e ,,— -AQ r, A5EERV:LEPFF Y INarALL M fiY 11PA�, ORAENIEC'LD BY lYr�EEa �. PLAI_ NO._AL-NR.a HUGO SANITARY SEWER o50"1E2m4 I's SERVICE CLEANOUT 505 SEWER CLEANOUT 0 111 1V Soar f 0P i PACEDIaD11LE L0 PEAPEW LEEODLRWT ELuIE eNTPDmo sd NM1Lt'CLAeJ• WD3M LWIFPFDNECT'DBY TN.. FMCIxF:P _ TYPLCAL 9ERWCE WHERE COVER1V 1r,_ AQWrtR OVER IIL_ TOP OF SEWER IS f4' OR LESS FOR cNOWW eAnxAl FOR aEArLAP AES Imem f� _ aN,EwLr+O .W .M •roYE } 6Er BYTME Cg l`1 ENDnIER i ELYrNEIELY ENT"- ANGS UK Wx4.xLNAYE •. ElL.rIiL' ...�.• RAEd'J•BEmrNC t 1MIEgEDIREGIEO B! TNEEAr'.AE�T JOINTOETAIL NmEs FTYPICAL SERVICE WHERE COVER OVER I.KLaEgvCECaNM1Eq[0r�•+a'.lo,Wa N7CFA8ARY I TOP OF SEWER IS 14' OR MORE TWCCkT B rura PTn. wD;% ii PADPORA, _ Mir. hOACOrIONAL MEND aENaNMR .SEAFOOTY aRt. NOPCDI'gNAI mL�eNEAiax 9hx. XAll3afa FONeO1CREr. ESD.aEA1BN DNPH_BEDNa'G 7 ASL SERVICE OD,NECfgtO NN�TF]YIMTE Am as rTLO RY LYE ORAE EPPCJFI V 39FR'-iSRIS e: R P: 0145APDYAR120 PATH A4a4'TIIlEA PNDTFMAND YOM1 OF GiDlxre PRIM LD DREEV. aAxoa�`•w aaeL'iess�FD�N� �N"cw'�Lors� s LAE'gorWALE0RTMI.B ARERACEOrFROMM a F,^ N1N:rMY B6WEN5]FNa1 aHA'LBE E]r1ENDWh■ETNn Aq rF TND• +; PLATE NO. ruee9:4 f l TTTTryn SANITARY SEWER DATE O�" aeaD 1 HUGO : TYPICAL SERVICE {4" OR 6'} 6 SANITARY SEWER CONNECTIONS 50 bMELP EAY 1rp.Iw ®- ar war aQ ..•rtar AI4LR. Rle I w -x1 1.1� Drr.Cuoa �P■r �� IL® D■NctrP pab Is W� leed blip raPePN.1Y �aL1lne De ■elwbb bI■G.1IEr1k■tlarL z. TirY Ratl orarCw4 a eldhrnrDdc IMR ■ I■pBoi#Y aw wBi■SLa. a lir nIIW PWdI vie �nx■4A1 bre ip.a�IrEe■I■ fir AIYL Prwaebon lbpa■narm. 1. CEEd f1twmlla■ aEW ■EU NF w VM bWi Y rEPaw d■■dYnanlElaea Weer. 2. HW"dllwH R4d.bWW`DIYMrV1PUF■Iwaadl rrn■naL PLAY: NO. 1W.PrA WIMCO Curb & Gutter n PON WFAL201 I(�� 3;HUGO MCG 3 INLETS SEDIMENTATION PROTECTION OPTIONS O 3•-5' y 9-10• D1: 1" x 1" STAKE e" BIOROLL PER VNDOT 3839 T1PE 3 NOTE' POINT 1 MUST BE ttINIOUM OF S" HIGHER THAN POINT 2 TO ENSURE THAT WATER FLOWS GI.'ER THE DIKE .,ND NJ- r,RGUND THE ENCS. IN 4 810 ROLL 1(�Oy NOT TO SCALE POINT POINT r A a'LE11-06P,N — J xanl TGWsnm t,lD alD ,xmxucP� a LlL■mArWW. TLYCI rr .wLw-<newrEsx x I a<rs Isa vaouwLPPoc. aLLrwtAaY4 LAPapITYY.N rsr. xrxv 1rwr�c PY.■ eANErwnexsexa.ryA I RE_YtsooN ROCK HUGO I naTEix„AmL= CONSTRUCTION ENTRANCE 1 BERMED ROCK CONSTRUCTION ENTRANCE 0 N A) Inst0lefon LWREFEW040 PDar wr■De1a ANc 2 srAxErlemRM EA�,;AWA1_A aF RNMCIO YYLFANLN FW PDM TRnla` UhEQFE EFOS S X Y 61.04E EPpaTE T� FrLTIR FMIC 3MTTrC'1 nE F4TFA 4 W,dFIILTINTRS1 PAWCTO THE ANDaDWCT rLF "WOENCMDArD 1a urgewft. IyE 1xEkQr r1RAA 0 EVOxF,ll Sa"M OF pRRww WAY rGGG3 AA EIE *V MENT1• NIDL W 01 Nai,ER1XAl11'ONT'Ir E) Mdntanarm LitxL,ieR■W LLOV WIRD i'�WCNA,E.Y L■11.VFyrepaYl■Wpea M,FGMOrtDAFrxr r,-xNw acADULrxr ,L.ravrn x >, Tdw[ N.ranN.'r.EF-.NOLcowEx •xOLSgMa ■MPAw AM PlaLWiDff.1lBM'iYL OEa0Y1JnMrAR.F AGi0.veanNl?dMrY xis L -L �i A]M,kLr' EE P A■R WLxRD ree .IBH.OEa7LEYn YhGQlt xMv+-OWENLeMCIF: L. Ipl, f■aanPVCEw1El1 yti .aG:MMDe IICTr1ENa0F nIGa.aE-'rm mG4LTFE,L2aRPATEA,AIYr[N�f 1101AN'dA LIPElBL1YEMAkC1rEWU■W SrLL 0.:.eG.':.+r�:Y.-gaxlr■e1WLIE d1E:S-P 10DxiaRLXT+T,E ,E cxw�',wrFFPe+eK Ja.aWmL, ElBETNDDA.OE PPWpP�RD9EE6� x,lNvroa xAr SOK FRPraarLE iYlYO.oWiIOF x.. 9: TF@iCE 06 YEX P aLY�ri aIwY1Na D WNR RELW �.1 rRi eCMii. NIDIINiY ITDDINE W L9 .. PUTS NO, ;UM4 .• L j PE415.'JN HUGO j}I PLACEMENT AND nAre • _- �L?a,S E CONSTRUCTION OF A -- -- I SILT FENCE 2 SILTATION FENCE 0 THE ARCHITECTS 212 Third Ave N Suite 460 MinneapoilL MN 55401 www.foundationarch.com p. 612.]40.5430 f. 612.9465471 MLMEJpok WN 6844&23 Phow M 843-0+20 F=908140121 LSI me w T�■'A kA I certify that this plan, spedfkatlon, Of report was prepared by me ar under my direct supervision and that I am a duly Licensed Professional Enguneer under the laws of the state of Minnesota Joel W. Maier D.L. D&24-20le Reg No, 1914. I copprlght 2016 II CIVIL DUALS II i1 pale 08.242016 Prajed Number 16127 C500 tr I r Z LLJ ca 0 a m t= O d 7 y ,c 0 2 1 r En LU O �� VE CL f/i i�ry�y S7 = e I copprlght 2016 II CIVIL DUALS II i1 pale 08.242016 Prajed Number 16127 C500 ! TURRET :w ��aa m A 1 TYPICAL l: a11417G?IG1 iR4HW l DETAIL IARO4Ar147� t1111f P1 AN %app 133TFr� �4 TAG M CPMt;-5W Ts.N VIEW f ••1 PAT[Rr PRIC'NG Ar-' 4 1 IwC ..9.'!0a, F Sa AI SPECIFICATIONS PATENT PEVDM PaANWCT,E1EUer , 1. STEEL PEINFOBCDG. COLD JOLN" 9i[LB RED M40LMIC MNMR SRICTVRE 41,= US). 7 CONTUSE SFW, PAVE M-04104 COM ESS:1" STROMSEHOF 4X8 PS 0.T 29 DI CONCRETEAIa EWRAIND (4%`E33% ae b1113i1EI, 3.R_r"ItENI InACCDFDk= r1'TTH ASTM ASIS GRAM S_ MOUNW. 4.THREE-PC.NTPXF WI REQ-^.FSEDLTFTSIG POCWM ACH A STAISIM HOIL D R SM1TOER Use 'a IIECGNPA'"F.ilT795'L SMMOPCCAQR. P a TA'trP'� LEW CLT' GALVN'7AAATE G'1 G.5. I FOA 09beSRBANIOACIM 7 TWL".'71.E 11Elr-RTIC: GALVNLIZP: Nii1ATE(7731BSAPiECEJ EOR 7,314 PCUNJALH'cEL LDAR 9. WE7P.U13W: O19T IIAT9lV- BETWEEN TURRET AND NOUTE,TION r4uff 7 RAIN GUARDIAN DETAIL- 050 COVR'CTED BALKFLL 7�PRIN9LINE 7- r ---- D' �- I � r I I pc/3 CUING L_/24 ON 3° EXCEPT 7YPE 4 OUTER BEDDIN: MATERIAL AND/ COMPACTION EACH SIDE z: AE REOVIREMENTE. ' HAUNCH .LOWER IDE �4 I __------ --J MIDDLE BEDDING LOOSELY PL:CED UNCOMPAVEO BEDDING EXCEPT YPE 4 ST'NUARO TRENCH INSTALLATION FOIL AND MINIMUM STANDARD PROCTOR COMP.CTION REOUIREMENTS IN-TAL1,:1104 TYPE HAUNCH AND OUTER L(,'.SER JOE OIL BEGINNING VA -14 ONE OF THESE aYJJDDLS WITH -LX BEDDING C. LEES PAS'ING ' #2DO L.1E E WB@'D. C TECORY II COURSE CRANED -OIL. wT,, FINES: CM, CC, SM. :C. Or 'NY -:AL CcCINNING WITH LME Or THESE SYMBOLS '.0%CATEGU: TYPE 1 95:L C TEGORY 1 95%CA70001, d NOT 'PI BLE ATN LE55 THAN 30'.: RETAINED ON A ;200 NEVE. 100% :AFEGU,1 ;ll PLUC1CO ,E71 81 CATECOR' I TYPE 2 £D% C.^TEGORY 1 9055,. C.,TEG•5RY li PLUG OR 9591 CATEGORY I' 95% CATEGORY III BSC C:TECORY I 85X CATEGOR' I TYPE 3 90% C'.TEM7Y 11 90% CATEGORY 11 CRUM 955.E C"TEDDRY IT 55% C-TEGORY B NO COMP.4T1014 REQUIRED. NO COMF,.CTION REQUIRED. TYPE 4 EY.CEPT IF C TEGORY IT EXCEPT IF CATEGOE'Y III 9za V,E 85X CITEGORY III LGr 65% CATE'ORV III EOI LENT SOIL CLA.SIFICATIONS FOR SOIL OEIII SOIL DNIFIED .,'OIL CL - Iircincm ;,YSTEM (DS:.S) MN, OCT PP In -ION CATEuyy I CLE'N COURSE GR:INEO SOILS! `IT, SP, GW, GP, OR ANY COARSE FILTER AGaREC.STE OIL BEGINNING VA -14 ONE OF THESE aYJJDDLS WITH -LX MN/DOT 3149.2H C. LEES PAS'ING ' #2DO L.1E E WB@'D. C TECORY II COURSE CRANED -OIL. wT,, FINES: CM, CC, SM. :C. Or 'NY -:AL CcCINNING WITH LME Or THESE SYMBOLS 'GGRLG'TE BEOCIN6 MN/DOT 314-2G CONI MVRE THAN i�A PA^SINU .. J200 SIEYL CCMP'-,TED BACKFILL C-TEGORY III FINE GTAINEU SOIL:: CL UL ;OR CL -ML, CLML, ML/CL) NOT 'PI BLE ATN LE55 THAN 30'.: RETAINED ON A ;200 NEVE. `COTES. 1. COMPCTION AND SOIL SYMBGL--LE. 95% CPTEGOOY I" REFERS TO C..TEGCRY I S.,L MATERIA_ WITH MINIMUM STAND'RD PROCTCP CDMP.:CTION OF 95%. 2. E011 IN BEODIN6 AND HUNCH -CNE: SH.11. BE COMP,'DTED TO . T LFA -,T THE -:-!IE COMPACTION AS LPECIFTEO F0'i THE M ,.JDPBY OF SOIL IN THE 9e-KFIL_ ZONE. 3. THE rRENCH 'MOW STALL BE 41CLR THAN ..HDWN IF REQUIRED FOR ADEQUATE SPACE TO Tr IN LVECIFIED CCMP'CT,ON IN THE HAUNCH AND BEDDING ZONE.-. 4, FOR TRENCH WALLS WW CRENTER THAN 1n DECREE -LOPE-THAT '0NSIST OF ENIBAKKMEN', THE LOWER SIDE HALL BE ^.IMP.-CTED TO AT LEAST THE TAME COMPACTION AS SF_CmED For THE E'OIL IN THE BACKFILL ZONE, 5 NO BEDDING J- REODIRED FOR -YPF 4 STANDARD INSTALLAT'ON. E RE ER 'O ASTM 01479-07 FIN' DETAILS. 7. TYPE A BCCD'NC ':H, -LL BE USED UNLLS_ NOTLD On E.W:=- TYPICAL PIPE BEDDING FOR RCP AND DIP 1 �TSCAU N, ITTHE MINIMUM TRENCH WIDTH '0' SHALL BE W=C -16" OR 1.255Do+12 WHICHE Er- IS ORE TER. 2. FIFE EMBEDMENT HATER' -,L EH'L_ BE CL:_S I ('R CLA:.0 II M.?73i4:_ REFER TO -I'EL;IFLC,MlOr:i 1 311 UEI iL:, 3. REFER TO ASTM 02321 -CE 'UNLEFOF.JUNO IN�TALLAD..N OF THEr.MIPL1e TIC FIFE FOR '_EWEF.' AND O'HE:. CR TTY FL(.-. 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WYE, WB@'D. i/ \ T` CCMP'-,TED BACKFILL \ti\� \ �� FITTIND �/ MIN 12' PLUC1CO ,E71 45A 21I TNI• �12L PLUG OR SaRINGLkE� ON HUM BEND am BEND 09*93 PIPE EMEEGHEN7H'.LNCH CRUM a m 1= o 4 I I 4 9za PIPE BEODINC N, ITTHE MINIMUM TRENCH WIDTH '0' SHALL BE W=C -16" OR 1.255Do+12 WHICHE Er- IS ORE TER. 2. FIFE EMBEDMENT HATER' -,L EH'L_ BE CL:_S I ('R CLA:.0 II M.?73i4:_ REFER TO -I'EL;IFLC,MlOr:i 1 311 UEI iL:, 3. REFER TO ASTM 02321 -CE 'UNLEFOF.JUNO IN�TALLAD..N OF THEr.MIPL1e TIC FIFE FOR '_EWEF.' AND O'HE:. CR TTY FL(.-. APPLIC1TO45" FPR UET LLS 6 TYPI AL PIPE BEDDING FOR PV NOT TU Fes-- - >� - Ead-W, rMMFUTINvl M66bx IfwA `' Y�YF nI w¢w'�+r'r1.M A ARl-.ylR'�f.IM wTnt L,.wY.�lixow . Th«iD-4A�.raTTP,TRraIA. -� � .arTT•n:::PN,n"Ar<. wNir 5555. ^T 355,'1{ s +.. _S': 1-rNM9VTat1 SEcnONA A _�• wwraa�l WMtt"r AAT iROaortFOT1areD° m.,H=asemernc woven. iAb e.TtvaT�ve+Inoue+wcuT AM1AAw i YG1p MNM!]l�.Ixls�.JR11PYi(.MWxC.«FV MBSNrn W'oreNR a�9MI vw11[IONnrR w�OAfw1MMMNaln e.fe STANDARD Reasx3N HT -� rrU GATE _. 1P 6L 7015- CATCH BASIN i 1'1.Ai` WITHOUT SUMP 3 24" x 36" PRECAST CATCH BASIN 501 NOT TO S r PROPO:LEO SURFACE j INSTALL SCREW TYPE PLA -TIC PWG FOR P.^. '.LE.NOUTC. PRG IDE 12"X12" MEr;L PLATE LAR PLLC 3 --INCHES BELOW FROPO-D GFwkDE. rISER DP':IN TILF CL"NT UT WYE Sr.J(CH 4 DRAIN TILE LEA OUT C5 Tp Le miu+u4 t•llr9Fn,x AYI ecAm rTr nanee TeA.mIPa_ �'r� r Nr+ArarxxTmwacar awic•r."BwlrTemlierw.+T•Tn +sa.slc�saernz': rwoac-;aallo. 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N2T*'A CATCH BASIN RENLSIQN HUGO MANHOLE DA,E µ_�Pnu 7tllb t WITHOUT SUMP STORM SEWER MANHOLE CATCH BASIN C THE ��11 F1 111 11P, III.- IF, 10CN, ARCHITECTS 212 Third Avg N Suite 460 Minneapolis, MN 55401 www,fouridatiamrchcorn IL 612.340.5430 f. 612.340.5431 BKBM - HIIItiialm 4-- Fm frail 90440 y bfidilrraDln 19 as Bal NIP- r< T.wxa �jFe.r r m W4wr a aiTa si r r nw4 a awT OTAwA wv 4 s• M V r � •axil r4r r3r mt I certify that this plan sp"Jillcation ar report was prepared by me or under my direct supervision and filet I am a duly Ucensed Professional EBgllteer under the laws of the state of Mhnesota Joel W. Mater DI O6.2F201w Reg N0. 19101 .[NI TEE. 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Mater DI O6.2F201w Reg N0. 19101 CIA DETALS pyre 06,24.2018 P, ,e t MUsI 14127 I C501 HA i/ Z W Q i v� � 0 ffi a m 1= o LLJ (D 9za nsa _ Imo-' r LLA 0 L COOYrloht 2016 CIA DETALS pyre 06,24.2018 P, ,e t MUsI 14127 I C501 3/8" STEEL PLTE AT TOP. SLOPE DOWN. WELD : LL ..ICE: 2' M'N. -+1 I METAL '.I..! 4-1 -ES OF F -RAT.', u,x �ax GARDEN P—. J Z PARI M- • tnaucLe o °�! SPP PWM F74 PROPCSE7 E' E'Sl(N ' y i ltalln�o Gp CAL pF'U \ \V di' V/ 1nV :.TEFL SIGN PPT SOP 1T6 >f8ae FIN! AIR NANMERTL INTI YNILATNNI --- GRUJND. I zz- GEOTIX'1LE FILTEi. NaM FADRIL MN/00T 3-33 ACAN81nlE TYPE 1 (7,P) FIN5NE0 GN ]E t UNCOMPACTED 1- SUBGRADE '8 1C•'E_ .MPC+'EC C..':CM W-YED J�I Il;;1C0MF: SITED SGA. 9 FNC CF $C% ::N7, 2O% — 4 NCH PE^FOFaTEO OWIIM1 TILE -19GRiDw -' IC CCYPCSr. PACE :F: 12-15- 64,7H FILTFT. LACK i7 80rr0M�tl !F'S, :tA17 TnN'�PE.-. SaaYr MIL CF Bh'LIN- 3I-� I :ESGA 5-C•� CRA.T'Io MR APPR3 '^v. NorF: RErER _ lAF+75CAPE AR�-..-E_"S GRAZING FOR R, -,i': CARDP". ZU'f,".. F_ -PA? O% MIX ":ul� 8- 4-1%CHF . SLNO_E Z.ERM-A9CN0CJ u.:_C" h.— '`C nEE. MAT. FULL CURB HI FITRATNrj_2QL (1:5E WITH :.E&7 IMPORi:U CUSTOM N:x=207 50-60% SAND .;TM - .33 20-3D% TCP�OIL 20-. % ;,fj•JPCST FILTRATION Mix: (USE WITH PLANTINGS IMPORTED cusr0M MIX -24; SINGLE SHRED HARDWOOD MULCH WITH NO WEED MAT. /16 FI TRATION BASIN DETAIL 501101 IU 51�E 1/2• R. 7 NOSE—DOWN CURB SECTION AC SIB E SIGN AND POST- GRASS AREA P1 ACEMENT N WEARING C:IULSE PER MN/DOT 236: �PWE: 7406 NON-WEA_iNG CGUFI PER MN/00T 23".0 :PNWRP70B SC:RIFY AND RECOMPX-T SUDGF',,E TO AT LE'.�- 100% STRNLARO P::.CTO'. DEN^TTY-PPiJF ROLL PER MN/UOT 2111 TAc4 Cr...T PER MNI 2-S7. CLA.,. E-DGREGnTE. PER MN/DOT 31-3 COMP, CTED TO..T LE, 3T 1007; STNS FSC PR('GTOH CEKSITY. 4 BITUMINOUS PAVEMENT 50 NOT I'Ll /1,2" EXR14 ION JOINT W/ FULL DEPTH JOINT FILLER. al.' O.C. / 1/2 F D I j 0YPJ I NOV. �OINr -P. CING . -I L, 3C 5-FlTT ON GAITER. 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Maier nate o5-242018 Reg. Na 19181 -`7' OF C0IJCRETL CUR \\ APER SECTION IN ^RA 3: I EEEr WITH AWACENr WALK: �NLE55 NOTED OTMEf iASE CC%CRETE 3_. TER Al 1/2• R. 7 NOSE—DOWN CURB SECTION AC SIB E SIGN AND POST- GRASS AREA P1 ACEMENT N WEARING C:IULSE PER MN/DOT 236: �PWE: 7406 NON-WEA_iNG CGUFI PER MN/00T 23".0 :PNWRP70B SC:RIFY AND RECOMPX-T SUDGF',,E TO AT LE'.�- 100% STRNLARO P::.CTO'. DEN^TTY-PPiJF ROLL PER MN/UOT 2111 TAc4 Cr...T PER MNI 2-S7. CLA.,. E-DGREGnTE. PER MN/DOT 31-3 COMP, CTED TO..T LE, 3T 1007; STNS FSC PR('GTOH CEKSITY. 4 BITUMINOUS PAVEMENT 50 NOT I'Ll /1,2" EXR14 ION JOINT W/ FULL DEPTH JOINT FILLER. al.' O.C. / 1/2 F D I j 0YPJ I NOV. �OINr -P. CING . -I L, 3C 5-FlTT ON GAITER. REFER TO '.!-•HiTECTURI .NO, JR LANDSCAPE-F:CrIRECYS PLN" FDR :PEC L JONTir✓: F..TTERMS. 3?8" MDE 1 3/8' PEEP TOOTLED JOINT — PER NN�OCT ,'PEC 7521.2 AND MN/OOT 74'1 C)NCr.ETE MIX �, 32). — 6• CRANUL•.R CASE PE' MN%DO' SP-CIEIC'T 11 31.'a. OR ONION CL' -L5 5 'IR CLA_r 7. AND COMP. ".rED TO 101-_ _TANDARD P&O -TOR DENrn. COIIP,.;TED SUIDDRADE. '.Y 1 -FOOT ,NO REE-CO-coMP: CT fO 1009 '.TMP•.RD P4C1DR DENSITY. 5 CONCRET SIDEWALK CONSTRUCTION TYP. NO SCAL rrr • — Yr �°I. 'R• MnIDOTB618 p � 8 e it trr rr{J - MN60T6624 I trt T PACK IP• 9rr 1f)Pc.- a TJWMS YAT ;Is M0DIFIE0'3' DESIGV • .I ' BABP F.Yo. 'MnID0TB612 Y • Nova 1 wumuM M]'G A".86AGdrPCAT'-W16l D+GER AL-CJRBANeaViaN i HTT {{�� CONCRETE V GV CURB & GUTTER rrJ 1 CONCRETE CURB AND GUTTER N z=yr tr ,ice rLI i I .bran; .1 pyYlYMP0.Wtl.Al11NP P,KY W1tlpR®a0=�.°AYYP r.ro..,f w. � iii 4:I;•�L''� gni=°..�grr'wcriia -�•�.-•1 � G•p%a.n< ]ne I eTvwwr,va:l rt.,w�Fw ov wMr I •..•tf ywax:Nixv:i':.x•M SXYfemlwv�iw-.P.--.nRwi{Y�d+w�.�r�M.°.�•+,Kvr..w. T� '� i.�r•rPu weMM '•Y.iw.}u <.�q�e 'r°fY �a}.nf� niewi.T .'..x.F�!*�: ^c MY u..°=":..wn�.'s p Mrv.. wr.•urruwwlrr. .w. v ra.w.w. �w�rd�:.`�o�i:•am'�w.f°.wr°1.wros°v`.rea'�a. w�re�ae�viwns.e�.`es��°, wuw.iw.. ww•a.wr.�' rwv '7s- "rYu'T-psi)w»an�_-ww.arowuawu+.�-.orx..i•a Trrs-asw•.ussu C�3'rm:ao..•�:T�"ar::_<'a:.::fr�;.r";�:v.� :.-fc:.�..P.P�."«>5�.,•,.��°.. pmruw.:,w.,fr�m.ewrmvne,^' .�sr.:arvvr. ,rmP . , PLAT_ M;.Ramea RI 1N HUGO PEDESTRIAN GATE ;wwLRMi- culls RAMP 2 PEDESTRIAN CURB RAMP — DETECTABLE WARNING X5oy NUT, THE LIM ARCHITECTS 212 Third Ave N Suite 460 Minneapolis, MN 55401 www.foundatlonarch.cem p, 612.340.5430 f. 6123405431 SM 0I BUJIVI Mnlwpda, MIN 65420M ph069) "Sam F— M O4304M T11MW.Oldxnmxn two nAwl r: aeauYi Y n iwlP••1 r ._- m Y av Pgwb ✓ ®' f .w, t•tl nR dbwtl w,VW WuI I./wAa mwd I certify that this Plan. sPeclfication, ar report was prepared Ey me or under my direct Supervision and that t am a duly Licensed Professional Engilwer under the laws of the state of Minnesota Joel W. Maier nate o5-242018 Reg. Na 19181 COMElght 2016 CIVL DUALS Date 00.24.2016 Rmi.it Number 10127 O CS02 i7C Z LLJ S2 N 2� C a H � m o a ~ F O yZZLLj B/) t:l 5E C COMElght 2016 CIVL DUALS Date 00.24.2016 Rmi.it Number 10127 O CS02 o _T7_ J` Ta `'Yaa �rY e "uAp Bast Management P -r - EXISTING DRAINAGE AREAS 10 -YR STORM (4.157 100 -YR 7CRM (3.9a7 RUNOFF (CFS) IMI AREA PERVIOUS AREA TOTAL AREA Q D„T iCFSJ STORY EVENT DRAINAGE AREA y CACRLS) (ACRS) .1({-1Y{AR 1110'YEAR ROL.TING HWL High Watar La N INV (ZY MAX MaxIM'M 1 "uAp Bast Management P -r - EXISTING DRAINAGE AREAS 10 -YR STORM (4.157 100 -YR 7CRM (3.9a7 RUNOFF (CFS) IMI AREA PERVIOUS AREA TOTAL AREA Q D„T iCFSJ STORY EVENT DRAINAGE AREA (ACRES) CACRLS) (ACRS) .1({-1Y{AR 1110'YEAR ROL.TING HWL High Watar La N INV (ZY MAX MaxIM'M 1 0.67 0.48 0.55 0.95 1.6D M79 TO PARKING LOT STORM SEAOF 2 0.09 7.3' 0_3F 0.51 I 1.O" 2.20 'D LESa)ENT91L SW 3 O.D1 0.03 0.04 1 0.08 0-15 0.31 TO NW HWY 8 BLVD. TCTAL 0.07 0.82 0.90 1 1.54 296 6.30 "uAp STORMWATER RUNOFF SUMMARY Bast Management P -r - 2 -YR STORM (2.751 10 -YR STORM (4.157 100 -YR 7CRM (3.9a7 RUNOFF (CFS) RUNOFF (CFS) RUNOFF (CFS, EXISTING SITE 1.54 2.96 6.30 PROPOSES SCE 1.45 2.B9 6.11 HWL High Watar La N INV Imert MAX MaxIM'M MH Manhole aY �+ Mni- Pdlution Control MPCA �%N NPOES National Pallatant 01-hwoe EJrmim11- SyAtem NWL N. -I Wotar Laval PVC PWyAryl Chk idaLa RCP ReinraeW Can to Pipe TSNTop or Rau P Waahaat cc CnArkAnin_ H .A \ I \ 7 w 4 uixe STORMWATER RUNOFF SUMMARY Bast Management P -r - 2 -YR STORM (2.751 10 -YR STORM (4.157 100 -YR 7CRM (3.9a7 RUNOFF (CFS) RUNOFF (CFS) RUNOFF (CFS, EXISTING SITE 1.54 2.96 6.30 PROPOSES SCE 1.45 2.B9 6.11 - - M-NIMUM ESIMATED QUANTITIES FOR EROSION NI ITEM DESCRIPr.ON Esnmum Ou ITV DRAINAGE STRUCT. INLET FIEF! 5 EACH CONCONCRETE WASHOUTFION ENTRANCE 1 EACH d CONCRETE WASHOUT 1 EACH PERIMETER ER090NNET 434 tF t 1 II!�{11.0 EROSION CDNTRDi BLANKET NOTE: OIIANTIlELS SHOWN ARE THE MINaMUM REQUIRED, NUGO VICINITY MAP THE ADDITIONAL WATERQUANTITIES MAY IC. OR C IF REQUIRED BYR THE MPGA WATERSHED pLrDET OR CRY. CONTRACTOR IS RESPONSIBLE FOR FINAL DETERMINATION OF OMNNnT1E5 PRIOR TO CONSTRLX.'T:ON. BMP Bast Management P -r - BW Batlam of Wall C13 Calch Basin 00MC Conorde ELEV El- rro EX Exetin9 FEE FI.iehed FIVar Elavott- HWL High Watar La N INV Imert MAX MaxIM'M MH Manhole MIN Mni- Pdlution Control MPCA �%N NPOES National Pallatant 01-hwoe EJrmim11- SyAtem NWL N. -I Wotar Laval PVC PWyAryl Chk idaLa RCP ReinraeW Can to Pipe TSNTop or Rau W.B. Waahaat INSPECTIONS EXPOSED SOUL MEAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 1/2 INCH OVER 24 HOURS RAIN EVENT- STAaIuZED AREAS: ONCE EVERY 30 DAYS, FROZEN GROUNO: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CINSTRUCITON. EINA STABILIZATION STABILIZATION BY UNIFORM PERENNIAL VEGETATE.E COVER (70% DENSITY) DRAINAGE DITCHES STABILIZED. ALL TEMPORARY sYNTHEnC AND STRUCTURAL BI REMOVED. CLEAN OUT SEDIMENT FROM CONVEYANCES AND SEOIMENTATON BASINS (RENRN TO DESIGN CAPACnv). H TE NC NOTES: 1. LONG TERM 3WNIENAICE OF THE SITE WALL BE PERFORMED BY THE OWNER. INCLUDED MAINTENANCE FOR STORMWATER DEVISES SHALL BE- I.I. INSPECT RAIN GUARDIAN ON A BIANNUAL BASIS. ONCE IN THE SPRING AND ONCE IN THE FALL 1.2. CLEAN RAIN GUARDIAN OF SEDIMENT AND DEBRIS ANNUALLY OR WHEN SEDIMENTS FILL ] OF THE STORAGE VOLUME SOLD WASTE DISPOSED PROPERLY'. COMPLY WITH MPGA REQUIREMENTS. HAZAROOUS WASTE STORED (SECONDARY CONTAINMENT, RESTRLCTED ACCESS) AND DISPOSED IN COMPLIANCE WITH MPGA REQUIREMENTS. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRucnON VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED. NO ENGINE DEGREASING ALLOWED ON -SRF. CONCRETE WASHOUT ON-SITE: ALL LIQUID AND SOLID WASTES GENERATED BY GONCREIE VhSHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY CR IMPERMEABLE LINER, A COMPACTED CLAY LINER THAT DOES NOT AGLOW LIQUIDS TO ENTER GROUND WATER IS CONSIDERED .AN IMPERMEABLE UNER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR ARMED UQUIO AND SOLID WASTES MUST BE MIS OF PROPERLY AND H COMPLIANCE WITH MPGA REGULATIONS. A SIGN MUST BE INSTA1lID ADJACENT TO EACH WASHOUT FACT TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTIUZE THE PROPER FACILITES, THE CONCRETE WASHOUT AREA INDICATED ON THE PLANS IS SHOWN IN AN APPROXIMATE LOCATION. PRIOR TO THE START OF cCN5rRuCTION, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION IN ACCORDANCE WITH MPGA REQUIREMENTS. N 49 W a 40' eo SCALE 1' - 40' gnNSTRUCTION ACTMTY EROSION EREVENTION CONTRACTOR SHALL sTARUZE ALL EXPOSED SCIL AREAS (INCLUDING STOI STABILIZATION MUST BE INITIATED IMMEDIATELY 7D UNIT SOIL EROSION WHENEVER ANY CONSTRUCTION ACTNRIY HAS PERMANENTLY OR TEMPORARILY [EASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS STABILIZATION MUST BE COMP ETEO NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTMW N THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. FOR PUBLIC WATER THAT THE UNR HAS PROMLAAATED `WORK IN WATER RESTRICTIONS' DURING SPECIFIED RSH SPAWNING TIME FRAMES, ALL EXPOSED SOIL AREAS THAT ARE WITHIN 2DD FEET OF THE WATER'S EDGE, MIO DRAIN TO THESE WATERS MUST COMPLETE THE STABIUZATON AC UES WITHIN 24 HOURS DURING THE RESTRICTION PERCD. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY CISSIP-T1CN WITHIN 24-HDURS AFTER CONNECTION TO A SURFACE WATER. SEDIMENT CONTROL MEASURES MUST BE INSTALLED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIE14T LAND CISTURBING ACTIVITIES BEGIN. «T]INENT AND EROSION CONITROL MAINTENANCE PERIMETER SEDIMENT CONTROL PRACTICES: WHEN SEDIMENT REACHES 1/3 7HE HEIGHT OF THE DMP, THE SEDIMENT MUST BE REMOVED WITHIN 24 HOURS. IF PERIMETER SEDIMENT CONTROL HAS BEEN DAMAGED 0-. IS NOT FUNCTIONING PROPERLY, IT MUST BE REPAIRED AND/OR REPLACED WITHIN 24 HOURS. PERIMETER BMP MEASURES MAY INCLUDE SILT FENCING. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS: ALL TRACKED SEDIMENT ONTO PAVED SURFACES MUST BE REMOVED WITHIN 24 HOUR OF DISCOVERY OR MORE FREQUENTLY IF REQUIRED BY CITY OR WATERSHED. CONSTRUCTION SITE DEWATERING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL DEWATERING PERMITS. DISCHARGE FROM ALL DEWATERING OPERATIONS SHALL 13E DIRECTED TO ON-SITE DEPRESSIONS- NO DISCHARGE FROM DEWATERING OPERATIONS SHALL BE DIRECTED OFF -SNE TOWARDS A WATER OF THE STATE pGFNf..Y��Nf9 TS.� CITY OF HUCC ENGINEERING DEPARTMENT PHONE: (1351) 762-8300 MINNESOTA POLLUTION CONTROL -GENCY PHONE: (651) 296-6300 RICE CREEK WATERSHED DISTRICT PHONE: (.63) 396-3010 THE ^' FOUMDATION ARCHI'T'ECTS 22 Third A" N Sults 460 Minneapolis. MN 55401 www.taundationaf[htOm p, 612.M 0.5430 L 612.340.5431 BKBM a " WWwL1�m.Wm ® are IVF ro+ Ye Aowri b vn'wIY-� V ay m Y Ib Pwai • xxal �y.a4 0+ � Tal M aM r aFr �iYrl �r wiYr award I certify that this plan. speclticatiom of report was prepared by me or under my direct supervislon and that I am a duly Licensed Profession! Er11 1I Under the laws of the state of Minnesota Joel W. Maler Date 08-24.2016 Rey, Nn 19181 STORM WATER RAN D. 08.24.2016 '"K) t Numrlar 16127 0600 fY N Z W d a_ a GO 0 cc CnArkAnin_ H LLJ 7 w 0 copYN9ht 2016 _ STORM WATER RAN D. 08.24.2016 '"K) t Numrlar 16127 0600 \ �I\ \ i \ \ NEW LIGHT ----- \ \ POLE W FULL \ \ CUT-OFF \ \ LIGHTING \ I \I NEW LIGHT \ \ \ POLE wt FULL \ CUT-0FF �� DECORATIVE WALL SCONCE FULL CUT-OFF WALL LIGHT FIXTURE NEW LIGHT POLE w! FULL CUT-OFF LIGHTING NEW EXISTING DR _ FULL CUT-OFF Reg. X.. 20W3 WALL LIGHT FIXTURE EXISTING SIGN (SHARED) V7 EXISTING RESIDENTIAL TOWN HOMES }rPRELIMINARY LIGHTING PLAN �__ _ DECORATIVE WALL SCONCE I I EXISTING LP i DOWNCAST SHOEBOX I FIXTURE BUILDING 4,520 GSF I I I EXISTI i III 4 RETAIL I A' I I & PARKING LOT / I EXSTING LP DOWNCAST SHOEBOX FIXTURE I EXISTING I MULTI- TENCOMMERCIAL I I BUILDING EDGE OF I PAVEEUENT \ II I \ \ \ I I EXISTING LP DOWNCAST sHOEBOX /// FIXTUREEXII \ \\ \ HHARED ENTRANCE w t 5 THE Kim f -N � DATION ARCHITECTS 212 Third Ave N 9ito 460 MFa>sapdis MN 95401 wwwjuffwffdmwdum p. 6123405470 t 612340.5471 I certfy Cat Ctfs plan sp-&atlmr, m report waa prepared 4 me m oder my dh d sLperAsim and Cat I am a dull' registered architect uder Cie laws of uw slate of Mfarresota Ra6art A. Shafer DR _ Reg. X.. 20W3 } V7 Z W f� a J cn O m Vi W 0. Y = m N crLLJ r U � O VV] cWyrigM 2016 PRELIMINARY LIGHTING PLAN D,m 07.08.2016 Project Nwbw 7578 EXISTING Ti \ �-1:kIRESOD PEAT SOD OVER � ENGINEERED TOPSOIL- INFILTRATION OPSOILINFILTRATION BASIN PER CIVIL PLANS TURF SOD FROM BACK — y" OF CURB TO PROPERTY LINE PARKING AREA PER ,F CIVIL PLANS PEAT SOD OVER — ENGINEERED TOPSOIL INFILTRATION BASIN PER CIVIL PLAINS EX LANDSCAPE TO REMAIN -EDGER, TYP. `• - _-_ _ /1 D • Y vk -.fa Tl1RF§OD a EXISTING SIGN TO REMAIN ' 0 29 SC 1N� s:wlc:,tismn NMI" EXISTING PARKING LOT R23 TREE NOTED TO REMAIN DRIP LIE A' SMDW FENCE M11� nG75 3 O.C.WA� ATORIP LINE OF oJnER MOST BRANCI-Es. R8! RTONA4FORL0Mkn0N CEVATIO4 FLAR NOTE TREE PROTECTI04 SHALL SE PROMED By WRALTOR AS REGUIREO TO AIDE N stiRVIMASILRY OF E)US11140TREESTOREIWN, DONUT STORE MATERIALS OR DRIVE WA M9ITWrrHNTHETRff ORP LINPAS DE80ATED ABOME MAINTAIN THE FENCE INIEWIIT� AT ALL TIMES THRIDUGHOUT CONSTRUCr10N. TREE PROTFCToNFENCE SHALL BE IN 9WF PRIOR TO THE START OF 3ELALITITN. t TYPICAL TREE PROTECTION DETAIL f- -.—1 XT„toa- 1. Relief to Sheet L-2 for Plant Schedule, Detalls. Notes, and Requirements. 2. See Civil Engineers plans for site plan layout and dimensions. 3. Contractor to coordinate all work in the city rightaf-wlay with Cly of Hugo Public Works Depaltlnent. q. See Architects plans for additional requirements regarding the site plan layout 5. Protect existing Ness to remain per Detal 1. & Place a minimum of 6- topsoil or slope dressing on ail areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. Landscape Symbols LeLeend: � Proposed Dedduous Overstory Tree Existing Ovemlory Tree To Remain 0 Proposed Deciduous Ornamental Tree + Proposed Coniferous Tree OProposed Large Deciduous Shrub Z Proposed large Coniferous Shrub OProposed Medium Deciduous Shrub O Proposed Perennial Plant U -a New Irrigated Turf Sod Areas le 0 0)00 Rock Mulch Areas ® Irrigated Peat Sod Areas o—❑ LED AREA LIGHTING 15' HEIGHT FULL CUT OFF LENS Call Mb1.Auah. LANDSCAPE PLAN: NOTES: THE ARCHITECTS 212TN1dAw. K Sd%lfi6 Mhrm-p P.Nm 55101 —1aund,§—Mh—n "12-140.5430 1, 812,3105131 Calyx Oulan Gray, lie Lr+W��mNaaw 6�5haE5Le� lreTN4r.-JC �ne.gn.�-..Il6l%r.,.fN es 1..ryu.w�.mart Ns�m .b.= peyedprr otlr�i6vl.�,aanW W �a1��.xvea..vrr.r.. nnesemeu2�,w hb� W F- 00 it Z LU ❑Z Cn U -a ❑ le 0 0)00 W=Q Y 0 f) t7 a.ti oolrygNL2are LANDSCAPE PLAN Date 7.8.2016 Project No. 15-16 L-1 Landscape Notes & Requirements: a.mra NMr1MY B IHNI Landscape Planting Paleft: 1. 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AN pmpomm plari shall be kmsuid and Called asshows A,.: _ 3OLFLl19gdNC PNWa P 4 sydn'- P-amm' Ihaidcfim PlowrdlgCmb 2'Cnt I W Sydr4 ndimlab lapaw=Tk•rna. 0. AaLe9lwllln)xaSon pfpmpamd part rwmrldrrrrry bereadadln Add.&odd a•equsha-db.-k%,d.redWMwMpr.W.SaM Impwd. NFikwldw•gan 1regW "- CONIFEROUS DVERSTORY TREES: ally w6ararid alprwd. , 7. Tlwlctlarampe rrtracmrrim ba htld reslw1�10 Frw.adnR atl prlpal','Fewing al pedFnmelt4a bragNan the dm bulF babe and aAa6amlaNdn StlNdb WrlrwPLMFcRcW."51CPFMK7lO1Lc I Sim Aud V`rhal plr debminwc la:iaea11hegwB IPKdU%w*novdM36Hmae. WOOD RHrtEpwomWllEA eEEFw1 [I 2 Sgamri QSomO&Mnnn 2 P)Saaiyluune 7knveea' B1n6.1MR+�mr d'119L 'BAB S. AlplamumtaNH shed bs Mdoodup-Irmb11a5msspw edL /r "Ire. %P MULCH DETAIL 1 . Pku^xmda, BademW NPma 9. Ther lardy®Pre mrN.cmr Jeal Ploale.m. oialerwlP aarralig sdaam aPPmpleammepgeD alR mndllme aa,ipenrra:eiilgndlr leprarw+ L -z- rnTTo araC SHRUBS: t0. 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Camaaor shed pFmdm the oe.rauifhaFwM,awra prq Fbnhg.id Feat lYFtetl m, grainr.fa6lwLer end N TII timAb 4.Ca<o Dl.•adSvalr[Wv;surki r2 A I��f rwuxeRnabwawLxorAaL.Flrmra. P TJ cornus alw'AxVrz�ar Bad r:rwme DMC. x,d 42 isTM nllradr ctrl grwa�laerarb pNrdad maadal mmwgb remirmmyer va,Medan ofuaCr owlw eLCeplal'ce-PIItI's 7rel esFDlt n,rwL,ar lCX dabadtdal4 ~� a .-a �xa.or I Q s 7huJnori:nta4+ Td -y Giobe sadvey aaba Arhom)er a [Fel be mpacad al ro addltlond euA m hewwra. The mntrestrnal also preiWe adegwm reaYaap ad deartrodert prcmctfr meeeunes hire paldigedur'R hweanp• - P -kA anhm arae R 29 Rpnw: npmdm Ner.114.e)t NrnnRavr R3 1L TFir llayac pan mrmir/ra olr4ndam.ltlng o!la Wrdscwelemimlrari ligYad ilSvrdManw. ChargwadmmEcdiDm FwYberaW.w dhymetllyb.Wmg4DDom .'%,. ' Y p,amaawXlaa narann�carnaausn PERENNIALS' N1o1nlMelt. pWde ilPlP mlydf tledefera.at nanwoluunglernm,eaea:•rwo<Ie..rJp 1a Tha bm ICrFUM,RL swpecasaar eFal los letponaRle mrmminhpary penlwa and mmelnalnp lrapedfora srecuied hrwgtlwttm oak pmoa+x--�\ .. �:. aplax,wsmwaxaww�lanr•a®napn Syrvd# ¢w.n- SdrsreecNarw Crynnm�'avc Sir• R.xa Nrw-o DaearRrxa •. 16 PIarAlw AapdeasLbslfueasrm-the�pmad bar6i:gpwmarXptalroeF to leW. ALL 401 Il=mureralUaX 3eikde Um' FAelSa de Ors Oaplily 41 I'Qf ,A. TFalereawP.cm•2aemrallel Nmrah err lrgaiRn Layac Pirl.b RaN4a+aet rmwyle a•a1]o.,Eu'rdal•mbpwrergems. Us mrinm®IgetlehY aTn aS+poem 1 TYP. SHRUB PLANTING SECTION IB 31 FluudoraPiuvPu. ILrR P1rmPuddbag (ballalH 4L COT mdpmM pindxl=.!Ahtpela(4)mom or"prnpeam Ln -1 pen mealadsoopemd{sl frredew and M,,Api, miawlatlan. CaortlwmfrdC:eNn mllerJm Pmt. L-2 ATO BOA ca,hdir. 6dNoaand veMrg IDDaiYa aUr f]e rf6dnrk8l er jraac ardM d. S paneraf mrNaar. tidos 141 du1-awn and apri•9 elert+4 H Yr�m hY1 cc 6 mb.,CrueI•lalua Gro CL I'Ql' fxrrFanamr_ Ta N edger ehaB lw proreealwd glom 718' mit Nerd std edgy. Nad•r easy t6' ascarw y,Wilanl, SIMS-vio. 19. I.nnmpe CawY_ri �rci>b lr waIdbnsdt!*GwcmICaTmlm, tnp mihewwkrpw k,,nnddfalmduMgbma powarka-.' Rpenom n en err - suErRaLwLLrH6clarorfrlB1 dwug.e 6a Gmwil CwlnmW iawdd*. PYdlCILY[T'Y4+E seri MwT mnr'a -\ tA1XDPrllm MntaHCEfAL/AP rmrae :aeaaxniwamealfa'!dl[ rremenraxraiamLemnarawra 20. Udall dMMAw romNNtlw[ao, plMrtbw aehd reglFya rndr wldl serer Ad4k Ylwalw; pm dem2 BFbndl nukJ: wnpW rrUxnr apporuL DO no, InRMwaad maatler t�.%..�errar r"xr„8rex � purNds.wbih omplarl..'omarnsralgnissw riarmrea mwamameRmetr 21.Wo-d mlRdr-14 par.beb)eba be srgmsh-hardsOW w4d, oaerweeI maL F7aYI Par dmL Bubmit n'altllaa•Iple Wreppa.& nr1 6tydllugn (ismmrsdal 7^^I^ I.ardaeapeI4quiremcnG-TIw Gm.4xui. Su 4,231 `l: IudPedaete: 821 ira4 Prodi ,d: ar�aul. ,.rNrreurtM,wimrae f/ (11 Ore rv[rr Deddunua7rn fateeery PAQl�or 1901.Fd51[e l@ar1Ma+ 3,238 123! 2112 9 YGWPrrrffiGewrig. rd ed.lad area tad he prpaaapM mUe�aNraoM:be Wire herby pewerhw abrsgrW bpmJdse EFmpwtlrg bad lasdfdam,aids. - SU)CmWarweirce fr aveN2M1!&nr1lL'QF of Slla Pedroaar 4,2d1 1� 2fw w wnabuNnrr tleii.et smraxuaxsncmnerlew•a (II(Imaven4lTne wererr 21Rl15Fm2A1LFd Site lla&rear 9� LM 215 1i w.nl�-am.nraaarrre ws arrrlrra ..r of 4220 IVU 23.TulrSgoNg etdystal emfmm a r rrfaaad agllabls Wes'.&"=Into RkrDOTtedlrrg Vawd. 2614 ad7an. for saw bad pimpaolm. Insmlmlof, llakilamm ,!!�!'°°r''�' svane.xmr�or onrerm (l)4•rubT-fore 3elW-3DLPnf SlkBe+lms]rr ly'3 ]Sf32 a WtbIlq,rdwmmgc r eaaensaax wawewm .sere: minre*.ar. _ oPa tier."�'a a Irri anon Notes & Performance Requirements: 24, Tim LwAiwaPCaRauwr shilLmtrL soupbe seal lsernps MNrib%ra{pm PrWWk& OW. xr au ux�.m rena6xr o'ei0 eLr 1. IRRIGATION SYSTEM IS DESICNEG FOR 40(H") PBI AT THE BASE OF ALL SPRNKLERHLMUL NDiF'rr ANOW PEARWIECTFEJSSTNG awPI®MME MThel.wdpvC .lfae r Mm Shall dwr add grik"uftwt-Jaip:n tow&liYNmw a ra dead b-dws, laae-�, gall. mod"and fader mda�. DIFFERS, 2& Theblecaq CFnracor and ra+Nd Gyllr Bram Ola Gol w sem mw 4e hwm Idea d®ilg fur Td_ rem VRmllDr. N ear�a R:�imorFr .4'; saarr L LAYOUT WORK AS ACCURATELY AS POSSIBLE• THE CONTRACTOR MAY MAKE NNpNpLIUSTM[gT370THELOCIL71aN ArD�ACNGA8 NEC698AR1' 2,. 7Hebriar qa mnlmr'r ahal mnrspardwafur me reloadd avlr i. r.Tal eaaNtrwmwvagatatlon iban esaidshwmorb sa110<dComrdria n..ddpMd sm'. Tlw ueFrr®arsawrmE.Frsn'x riolwr rnr6RrOrhuLsaaxreuur To ACCOMMODATE AC11JAL RIELD CONNTIONS,HEAD LOCATIONSSHALL BE FLAGGED ANOREVEMIf�BY71E LAIDSCAPEARGIIlEN.YPNORTo INSTALLATION.Includesd fn Includes s! curled ad rwiwd loge pleod i IF, lydBwPe. off s: awm eras-rwaoMr arx. •are YaWnap^a uweawC Qerwe'WAewmumwwv. Xlaau 2a Thei,a gmcwiaearshdberespw5bblavblMglheafembanrw•a1r71arWLmecmuit spbrzbid&gardbslile&.. Cboni-Lhtogwwtl�an awrasn suaw�Fcwwaaea:. COORDINATE SLMMKG AND IRRIGATION PIPE HEAD INTERNAL PLUgW1tBNYBfM1ILTI0FlRTiHTFIEWOFICOF OM6✓� mawnsuch w Rls gredhq.laldsrepad oma rmdlaa, wig sew. bgalw comalm iabidr®.err. +rmrrcer,•vof.,r.lrtn amaa.mdear.:,uwrwamxr. cru adrrrw,r.xmroe 4. ALL MATERIALS ALL BE INSTALLED AS DETAILED ON DRAWANW.(HGMIEYER IF TIELVNIRACTCRAMINWANINIM SPFCWCATIIIIS OO NOT E �sier nTMTP.aOI w.Mpan>'sr. THOROUGHLY DESCRIBE THE METHOD GTd TECHNIQUES TG BUSED, THE EONTRACTCR SHIAWL tO1LOINIFENSTMLATIDN NETSfODS 63U®BY THE 20. Sea Bw end CNi pim'aauMJmal ifumairon agertKg Sere ProlsL rididrp inBssia•a®a�erd aL-eur wdnh aFe muuiarwlns entlperfmmrcn MANUFACTURE. AU SUCH LITERATURE MUST BE SUBMIITFA 46 HOURS PRIOR TO IN.YALLAT LN REYEWAInAPPRDPALBYTHEWIDBCAPE 3D.Top-MRsquraemals: aletlereaof9aaf:llv[aredatlJimadmfiepneetfeftufl I'auenole9auam6•_rFnpuSedr�aW.erewdwlRlaYd!reiuba.aea. DECIDUOUS TREE PLANTING -SECTION ^�i1�*a end Pemndda still hew rs bas Sun l2'ofinpalad tip sol. rlaelhg lAODT darealndrvab d sdEfr rr;lads, anal mrf. Bbpe ewq rum ladd�R• S i CHEEK AND VERIFY ALL EMSTWG AND PROPOSED SITE CONDITIONS. IFN.HIES AND 50AMPMMTOTRENCHING, 31.Lanmsaps umr.A.rw. [porus toper suhyram o!al pmlYrg areae ewr tli* m dw1, npawoflydhaing a a6ynum nagiinuent se 1144rch ufwalar pa MU Prior L.2� MOTTOS- mrra�9wMpa:: memdels. Lopeol. Yr�edr. sead ma.wdn..ldc PlaMngaoaswlapeNe drrme6g Use;a_Nrmnen[lydl have 4'daraler %48•tlephhdesaan.Fd L LATERAL PIPINGTO BEAMMMUM OF 12 INCHES DEEP MDNANAR&SAIUEMRIOFISNCHESDEW- 6YelY.B•err-pair and Bid a4h VnOQf Raw-Rddq Cause RNr AlDrega:e. Ren_ Iwbgede{arr�r Ln Sr mnp`•w mfrti'IFliUm mNWan,ne0.iarNnL xa� T. µL IH11N LINE PANG AND LATERAL PIPE OF 1-111• AND LARGER SHALL BE PVC (SCR 261 CLASS 1NSf. ALL 0R1TeLA79RAL 92 Tleee makes b lerrmaal shat bo as dor. won Ja:holes grow m 901• bead grecs. Ramous eb Sera aaMa nd tlspom3Yo11aG. No eldrlplFsl a tralag ersaiaari ba eflraFtit m xw FSvm,o6FD SMALLER MAY BE POLYETHYLENE. almretl. ObWn pwwr•ar mroval of eras Into dg:ldaq form toCftg of•Nga. Bn G1W FTm fo Ueaslobe rwwA;,Ls anownou.uocmun-nor® MErwvI6E NOLeA4,ITONSm 8, ALL TEES AND 111.60FNS ON2•HY IRAN SHALLBE PVC("®Pac CONTACT-, 3a Lawsapew•barwmproiwnuwrypIMdY(bllofladrg)ildwrgpim.M imnnslmd*pedwiasta AELTbviy,2wlwempacmasbdwlpmaiiwrUMry pL.ML :ndrnwabBly.plaMg wr•.eal:Ia naKaii pm ibd cmaYl ram gamicswYrs settee nevdmUndd EmMyHdldig acaan¢IM. duml+ddninldutloPrW.fAarq}relrl FLWEE IsI MWE�ga; S. ALL SPRINKLEKS SHALL BE AS NOTBO OMCETAL S SPEONWITIM . HieCra aNadop m alw Shonad,wlu 6xaoG 34. AN rues nyatlm fuddlaaLsd and missed by tiv Ory aHrgu Prior !v iremDaJat.manwra anlYlism5fadt sepamBn FJmpt6cuMfes 0nliru:'SORIB n[�RI6weFa+ IS ADJUST HEADS FOR GRABS. AS NECESSARY. AFTERTURF GRABS HAS BEEN E6TABl181EDANOIe18tl77BE1RATHEMSHAS OLWRRf�. s✓' _ - BlAlsxG 1S¢1RQNanex wPWIS ' pr �rnOx TxRWOH6LrrrEwraRPAx1Y 11. ALL AUTOMATIC CONTROLLER4. RIBERS. BACKFLOW PREVENTERS LINO HOSE BIBS SHALLBE SET PLLIA SPiNRaER1EADF18E<I&MIIOIT COUPLER 35.N ieSsetl Neal: isla11 V1�0735821 General Ory Prerini do sew ntlffi15ke peracmur,J�.anpw PruewemMarN 70bapx aosmanwdlim. Coarwed .. r, t.+r':=.".i� ma VALVES AND ALL VALVES YMTH STEMS SHALL BE SET PEU-NOMLARTOFNNF1�NitADL rih ado nd-FFree a blarNa and s1 la ovary i ff • wkh IWW doWu lablo cw wady la asmpo smpw. Seeerg mnhzeeo (gdifera t t ar iter eanhaLY�B nIp.Yed { '', m wnanp naliueseed amwfr2 vols Tlm,fiewMolhs[eAeIr.Vlhaal Indlr-�w afflrS T-wwlnC, alt nmwb low hr 39mw Pr Rmwir �'�' f1OOT 6wLL TO So rRagrtRDEO 12 CONTROLYAL,IE VRRFS, NCLUDNG TINE GROUND WIRE. SHALL BE 612 GAUGE U.F.UJ-APPRDVMDMECTBUMIL.MMERGRUWDCMNECIIDN5 4r' gw gaaam,fsr2waml 4.y. a]xILE.aF/ICmlffi, M FFFnN r0P v, OF W m- BNALL BE MADE WITH 346 NYRE CONNECTORS ICBYI ORAPPROVED EQUAL. IS SERF Slfrr.. �erFrrm L'61umLrLair6 -TIN. ,��.�..�.o- - �� l.uLr4•.-r DEFT-,R3:8RC R ALL ZONES SHALL RE AS PER SPECFICATICNE sera -aED91 VALVES FOR aaa aaA r= -h T � Ia PLACE ALL VALVES IN APPROVED VALVE SONES -...�` .�rr.WW'-"� �.. _ _ as x• r� ii USETEFLM11APEONULTIYEADEIDJOPRS F 16 BRAND EACH VALVE BON VM 2" HWM LETTERING SHOLMNO ZONE NUMBER AND CONTROLLERLETITRBEXAMPLEAn THISSTA6PETO MATCH �' �'r •y5.THEZONE sHowN ON THE FLAN UNLESS OTHERVASS CIREGM BYLANGSCrrPE AfidN1EET. J , i -•�� NLI FAWx,REE BrPBIL�Fr6rarff3 pjPBtTwL 1T. CONDUCT PERPORMANCE TEST IN THE PRESENCE OF OWNFII AND LANDSCAPE ARCHITECTF'OIIJRWNLI OCApFTION OF SYSTEMNBTALLATMIIL ORNx Sr6TFM Y p� r '" FOx xewW Wawa- fL CONDUCT AND DEMONSTRATE NNTERTZATNMI AND SPRING a TART -UP PROCF86TodINERNTHE r-MIOF WBPLEITaL iN m wuaBr®FQE. ..�.��.ua�� r...... -...r. T•NIN.OIPTF.fu®Yid Yf19. LANDSCMEARCHRECT SHALL NOTIFIED TO VERIFY 7RL4I DEPTHa ACRE SACJD7IE/L .....�..,T� 'ow,aLreR plwnRoac cc.tR -rk aW a' FlLTERPMRG 24 GVER$PRAY OF THE IrW6LTION SYSTEM ON TO ADJACBIT SE®AREASIS { I -'.lam - 2t. AFTER INSTALLATION OF CRP IRRIGATION PIPE IE COMPLETE AND PRIORTO SOLDNE OR MULCH NSTALIATWN,THEODAIM4CTORSHALLCOMACT f' ' _ �» GEAR STREAM R SPRINKLER 4 CONIFEROUS TREE PLANTING -SECTION THE Wi06CAPE ARCHITECT TO REMEW7NE WBTAWITIDN OFTHE DRPNwc+GIDN 9Y6TEL L L;Z RM a.cae L-2 xmTo BCVE 22 LANDSCAPE CONTRACTOR SHALL BE RESPOM�IBLE FOR BUBMTTTIISENOGI COMPLETE. INDICATIONLAYOUTPIAN SET AFm 1RIRIfITNOTOTHE - -� '^ -� r r. _ _ -' LANDSCAPE ARCHITECT FOR REwEw AND APPROVAL PRIOR TO COWAEMCENENT OF Fd3LI6TALLAT101F. ffi COGRONATE LOCATION OF ROOFTOP-MOUMBD ATMOSPHERIC MOISTURE MAM SENSGRWFH Oft" AND AWtlSTHCT. 24. SUBMIT LAYOUT PURI AND PRODUCT DATA TO THE LANDSCAPE ARCHITECT FOR REVEW ANDAPHdOMRL PT1aRT0 NSTAWTION. „tee atm NpRTATpN BID SHALL INCLUDE fl) FALL SINRaOYN AND (1)SPRING ffrARr`UP. r .�., w Frnxroeu 'I�1 _ i'; ,A � / soexcnr.nayts.a�naa 28. THIS PROJECT YMLL USE HUNTER COMMERCIAL IRRIGATION PRODUCTS aREN1Fl. 2T. PRONDE 7NEGWNERMNTH NAMUFRCTIRER'61NSTRVCT40N MANUAL NOR COISTROLLER, POST WUGATIDN20KlIAYOUTMAP AT NS[IO'NFIfTTOTFf �u� Z'�'j i1`.�A:I3rI.l - wpu rsarlmmam.-aarrxm CONTROLLER FOR REFERENCE \\M/J _ ,� 0.unwleawa .�I I r ' am NAls wase ,P`aLOPra 2b LANDSCAPE STEPPEItST0 BE2'% Y PRE-CASTWOMSETNLAFWBCAPFOM ._ •. I G�-� x wnea-�aaamrnr General Notes: � 1.Referm5Me1 L-1 for lJntlscapalmNolAPM% TYP_ PERENNIAL PLANTING DETAIL 3. SeN CNH F%cocid6plans ll br vnwke pheft ft* wW-IdkPw&m• LED AREA LIGHTING t POP-UP SPRAY HEAD SPRINKLER � 3. coMva+aweDDmilam6llYrrkldln•Nyli>36arwrywanc+w L3 xmmarr� LJ xorToeav= 42 0a6 of Hugo Punto Waft DalsrrronlL ants layout LANDSCAPE DETAILS, NOTES, AND SCHEDULES: S.SaaAlExIo gboa6�ad rShode I.O.W1artlFEtp F� S. Prmlecl Lda6ng Mees m remain Per Sheet L -T, Oeil 1. THE to J"OUNDATiON ARCHITECTS 212 T4*d Ave. N. Sdia4fiD MB•fgapdi. MN 364017 w.w.rardinl-h,- p. 61294LMN L 912840.5471 phr D!, GMRDg exeu.rwe'�lara le.s.a aw :.,. IQdgrmaMr dam. a�ar,rlexr amb.:at�.warx�s�� d1�Yaae rfa/lt°S]R LANDSCAPE DETAILS Date 7.8.2016 Project No. 15-16 /LL YAJ r Z U > F- m Q00 W2C Y In L O +��+ N vZ > > m ❑ t = COPS: 1016 LANDSCAPE DETAILS Date 7.8.2016 Project No. 15-16 FRENCHMAN ROAD E D TC TTB (A 1 NEV, EwaTwG EXISTINGMONUMNET - - SIGN (SHARED) TEE INTO EXISTING ELECTRICAL METER EXISTING CURE V �\ \ C r I 22 21 \ \ ------ AISLE \ , i a \ F ---zJ to FUTURE LP -PROVIDE \ / 4• PAD + ELEC \�j _ \ q F(JTUREPROOF \ ' OFPARMN0It) \i' PRESFA!E EXESTINGTREES �� \ I TRANSFORMER W \ PLANTSAS \ \ SCREENNG \ -VERIFY LOCATION 4 VrkJPI COMPANY. \ -cOOROINATE 4 CIVIL. \ [ PAR19NGREQWREMENTS RETAIL/ OFFICE - REQUIRED STALLS CALCULATED AS ONE STALL PER 200 SF GROSS BUILDING AREA 4800 CSF 1200 =23 REQUIRED PARKING SPACES CLASS VAI -RENTAL CLIMCS: 3 SPACES PLUS AT LEAST 1 SPACE FOR EACH 200 SQUARE FEET GROSS AREA OF FLOOR SPACE. A MINOAUM OF 0 PARKING SPACES IS REQUIRED. 4aoOGSFr200+3= 26 REOIIIREO PAPXM SPACES 21 PROVIDED W" e FUTURE PROOF OF PAROONO SEE ClIXI-CON FOR CIVIL SEE L4 a L-2FOR LANDSCAPING , 1 ARCHrrECTURALsrrEPLAN \AtAI i"=20'-0' 2P -P' I Oeste — 46'-ir — .. — 1 H Z W Q V a_ in C3 0 J m y fn W W 7 = M � F— 5 BUILDING `� w I��yy . L. 0 AC � 4.520 GSF ARCHITECTURAL SITE R.AN8t-PERCnYCowmir S-08.792078, - � A I Ecrsilrlp>taRna�L�r T ♦'\''. ® `. `♦ -' • m '. EXISTING SEWER UNE 2P 0' ! Ir `EXISTING LP I E34671y} \ I :MFgG, 78380438 �;`' I II _ EwsYr�4EUGE t F _ OF PAVEMENT RESIDENTIAL `\ \ Or A17LE TOM HOMES A \ '• V is I TIE INTO EXISTING LP ExIaTINccuRa GARBAGE TRUCK TURN- AROUND CLEAR SPACE FOR REFERENCE ONLY! r SHARED° ENTRANCE \ / NOT FOR CONSTRUCTION THEg .. _ ARCHITECTS 212 Third Ave N Slits 460 Kl meapoK M1 55401 www.laurdA6wArchLOm p. 612.340.5430 f. 612.3405431 I candy Out this plaA s Kftation. or report was prepared by me Or Lalder my drect silperwWon and t W I am a dWy registered architect order pie laws o1 the state of KMnesota Robert A. Shaffer Oeste — Reg. Na 20803 H Z W Q V a_ in C3 0 J m y fn W W 7 = M � F— Ir=,�� ® `� w I��yy . L. 0 C3 copyright 2016 ARCHITECTURAL SITE R.AN8t-PERCnYCowmir S-08.792078, Dare 07.08.2010 Pmjwt Number 056 A101 1,ELEV-EAST T.O. ROOF it t�' 3 379' 4 MAIN F 0O_ . 0" T-O. ROOO� 25' -- 3 3/8�" 1 r ROOF BRG t� 9� 62'-0" I 3 ELEV-WEST A2DR V9" =1'-0. -- T.O. ROOF Ll 25'-3319' Z -0'.r _ MAIN FLOOR f1 0'-0' 2 ELEV-NORTH awt 119•.1'-0" 4 ELEV-SOUTH axot 119" = 1'-0- 71 01- NOTMRCONSIRUIMON IMM THE MANUM 'aChu1,SDJAY I0 rV ARCHITECTS 212 Turd Ave N Suite 460 MWampolfs, MN 04M Vl"fmndatimmdLwm p. 612.3 O -WO f. 612340.5431 I rsrtfly Viet ft qan spedflcatk n at report was prepared by r11e or under my dhd supervWm and that I aryl a My m*tered architect under the laws of the state of hf *sots Robert A. Shaffer Dale Res. No. 2080.9 KEYNOTELEGEND 1 I EFS;STUCCO- STRATOTONE PRARIE CLAY'SANOPEBBRE FNM ! 2 DECORATNE BRACKET -'AUTUMN TAN : 9 STONE VBEER02- OOLNTFRY LEDGESTONE'ASPEN 4 FEWH CEMENT SIDING 01- HARDIE'I"l BRMNW I 5 PRERN ED METAL GLITTER a DOWC-POUT(MATCH TO BULONG) j ' 0 CMUCAP { 7 STONE VENEER 01- FOUNDATION HEWN STONE S .BER CEMENT TMA- HARDIE'AUTLM TPH ' 8 9 DEDORATAE LIGHrNG 01 - i0 NrEGRATED SIGNAGE HOARD 11 ALUM. STORFFRDFrT B GLAZING SYSTEM ' 12 ASPHALT SHNGLES(ARCHMECTLFUL CHARCOAL GRAY) 1] DEODRATRE UGlffNG D2 T-O. ROOO� 25' -- 3 3/8�" 1 r ROOF BRG t� 9� 62'-0" I 3 ELEV-WEST A2DR V9" =1'-0. -- T.O. ROOF Ll 25'-3319' Z -0'.r _ MAIN FLOOR f1 0'-0' 2 ELEV-NORTH awt 119•.1'-0" 4 ELEV-SOUTH axot 119" = 1'-0- 71 01- NOTMRCONSIRUIMON IMM THE MANUM 'aChu1,SDJAY I0 rV ARCHITECTS 212 Turd Ave N Suite 460 MWampolfs, MN 04M Vl"fmndatimmdLwm p. 612.3 O -WO f. 612340.5431 I rsrtfly Viet ft qan spedflcatk n at report was prepared by r11e or under my dhd supervWm and that I aryl a My m*tered architect under the laws of the state of hf *sots Robert A. Shaffer Dale Res. No. 2080.9 W Lai � Z N a0 � a M Y CL cn DapydO20% EXTERIOR ELEVATIONS FEMoN m - PER CRY CONNENrB - 0.22.2916 bate OLZL201: Pr*a Nuuiw 15.18 A201 3D VIEW FROM ENTRANCE - Pmt NOT =OR CONSTRUCTION THE i n]I11 g Fo u t�"r � o RRA i i�" ARCHITECTS 212 Third Ave N Swite 460 Nitneapol%blah 55401 www.foundddon&dLcam p. 612.3405430 C 612.3405431 I cerviv that this plan. spK&Itk t, or report was prepared by me or under my dyed supervision and that I sm a duty reo tared ar WWd under dw laws al the state of Mirmesota Robert A. Shaffer pate Reg. Nm 2UO3 ui Z W C V CO W CL n 00 fIi x CD LX CD Y � � U Z N � CL � cn 2 C3 CGPWW 2016 3D REPRESENTATION �31aN or I-;Ftcnycaih Ewra-o@222gte; Dare oa.zz 8016 Pr01-1 Number 73.111 (T) 1 36 VIEW FROM PARIONG LOT NOT FaR CONSTRUCTION THE {�� ,/�) npk}7 "o �t% Ft Sri Mr 1 fir/ N `3 ARCHITECTS ZI2 Third Ave N Suite 460 Wnneapofr, MN 55401 www,foundafiNwdLcam p. 612.340,5410 L 612.340,5411 I certify that this plan, speftathm or report was prepared 6y me ar under my direct super dslon and that I am a duly registered ardlitact under the laws of the stats of Mlmtesota Robert A Shd%f 13.1. Reg, Na 20803 } I'— Z W D V � Z 4 � � J = W N ~ 0 � zM a 0 CL cn = a copyright 2016 3D REPRESENTATION Ia=50810N a1 -Pf:R envcaNueNrs- nr222o1e I DM 08.222016 PmjodNumdar 16-18 A902 mA1r�. 3D VIEW FROM FRENCHMAN ROAD NCr =OR CONSTRUCTION Mu THE l iU*lAT10I t ARCHITECT 212 Third Ave N SILIO 460 Mh*apoft aN 55401 www.faEKWb Rare x= p. 612340.5430 f 612.740.5431 1 certHy that tills phn specukation or report was prepared by me or under MY direct areruisiao and that I am a duty registered architect oder to laws of the state of Mh nwata Robert A Shaffer Date , Rag. No. 20803 N H Z W u a 7 S I=Co N } a =� V) ren r ZE LLJ O 7 w N 0 NE V) S O cap . ht 2016 3Q REPRESENTATION REVISION OI - PER CnYCOMRENr6- a�22018 Oahe 0922.2018 Pmi&ANurriw 1&16 A903 ST. 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