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08/14/2019 P&Z Packet
CITY OF LINO LAKES PLANNING & ZONING BOARD MEETING Wednesday, August 14, 2019 6:30 p.m. Council Chambers Please be courteous and turn off all electronic devices during the meeting. AGENDA 1. CALL TO ORDER AND ROLL CALL 2. APPROVAL OF AGENDA 3. APPROVAL OF MINUTES: July 10, 2019 4. OPEN MIKE 5. ACTION ITEMS A. PUBLIC HEARING: Variance and Preliminary Plat for Poehling Addition (6790 West Shadow Lake Drive) B. PUBLIC HEARING: Conditional Use Permit Amendment for Otter Lake Animal Care Center (6848 Otter Lake Road) 6. DISCUSSION ITEMS A. Project Update 7. ADJOURN City of Lino Lakes Planning & Zoning Board MEETING GUIDELINES Open Mike – The purpose of a Board Meeting is to accomplish the business of the city. When presenting at a meeting please remember to be respectful, and follow these guidelines: • Please address the meeting chair. • State your name and address for the record. • Please observe a 4-minute limit. • The topic must relate to city business. • Open Mike is for items not on the agenda. • A spokesperson must represent a group of five or more – groups will have 8 minutes. • The Presiding Officer may limit duplicative presentations. • Remember, the meeting is to discuss city business only. Public Hearing - Held as a separate item of business on the agenda. The public hearing segment is your opportunity to tell the Board how you feel about issues scheduled to be heard. Typically, a hearing follows these steps: • The Presiding Officer (Chair or Vice-Chair) will announce the proposal to be reviewed and ask for the staff report. The presiding Officer shall maintain strict order and etiquette at all meetings. • Staff will present their report on the proposal. • Board members will then ask City Staff questions about the proposal. • The Presiding Officer will then open up the public hearing for anyone present who wishes to comment on the proposal. This is the time for the public to make comments or ask questions about the proposal. Comments should be limited to four (4) minutes unless further time is granted by the Presiding Officer. All comments should be directed to the Board as a body and not to any individual Board Member or City Staff Member unless permission is granted by the Presiding Officer. No person shall be permitted to enter into any discussion, either directly or through a member of the Board without the permission of the Presiding Officer. • After everyone in the audience wishing to speak has given his/her comments, the Presiding Officer shall close the public hearing. • The Board will then discuss the proposal. No further public comments are allowed. • The Board will then make a recommendation(s) and/or a decision. When you are called upon for your comments, please step to the microphone at the podium and state your name and address for the record. Occasionally, the Board may continue a hearing to another meeting before taking action. Meeting Etiquette The Planning & Zoning Board must preserve order and decorum while the meeting is in session. A resident shall not, by conversation or otherwise, delay or interrupt the proceedings or the business of the Board, nor disturb any resident or Board Member while speaking or refuse to obey the orders of the Board. Meeting guidelines on reverse side. DRAFT MINUTES CITY OF LINO LAKES PLANNING & ZONING BOARD MINUTES PLANNING & ZONING BOARD MEETING I. CALL TO ORDER AND ROLL CALL: Chair Tralle called the Lino Lakes Planning and Zoning Board meeting to order at 6:30 P.M. on July 10, 2019. II. APPROVAL OF AGENDA The Agenda was approved as presented. III. APPROVAL OF MINUTES Mr. Ruhland made a MOTION to approve the June 12, 2019 meeting minutes. Motion was supported by Mr. Laden. Motion carried 6-0. IV. OPEN MIKE Chair Tralle declared Open Mike at 6:31 P.M. There was no one present for Open Mike. Mr. Stimpson made a MOTION to close Open Mike at 6:31 P.M. Motion was supported by Mr. Evenson. Motion carried 6 - 0. V. ACTION ITEMS A. Nature’s Refuge PUD Final Plan/Final Plat Katie Larsen, City Planner, presented the staff report. DATE : July 10, 2019 TIME STARTED : 6:30 P.M. TIME ENDED : 6:52 P.M. MEMBERS PRESENT : Paul Tralle, Michael Ruhland, Michael Root, Sue Peacock, Neil Evenson, Perry Laden, Jeremy Stimpson STAFF PRESENT : Katie Larsen, Diane Hankee, Mara Strand Planning & Zoning Board July 10, 2019 Page 2 DRAFT MINUTES Mr. Evenson asked where the trail is planned to be constructed. Staff stated the land to the north will be developed. Chair Tralle asked about the park. Ms. Larsen noted that a park is planned for the area to the north and explained the plan for the trial. Mr. Root asked for clarification on the existing garage structure. Ms. Larsen reviewed options for the structure – deeded or moved. Mr. Laden asked how kids will walk to school without a sidewalk along Main Street. There will not be an officially improved sidewalk, kids will wear down an area to use as a connection point. Mr. Stimpson asked if there were further comments from residents on Woodduck Trail. Staff have not heard any negative comments. Ms. Peacock reminded the developer to review City ordinances. Mr. Evenson made a MOTION to approve Nature’s Refuge PUD Final Plan/Final Plat. Motion was supported by Mr. Stimpson. Motion carried 6-0. VI. DISCUSSION ITEMS A. Project updates Watermark 1st Addition is being developed in 2 phases. Utilities are in on the proposed 21st Avenue. Curb and pavement will take place in the next couple of weeks. All Seasons Rental is under construction. Grading is taking place at Lino Lakes Storage. The City is working with the applicant on fire suppression install plans. Love To Grow On had their open house last week. Otter Lake Animal Hospital has submitted an application for an addition. Subdivision application was submitted for a property on West Shadow Lake Drive. Waiting for water quality results from the Well #7 test well. Lyngblomsten is working on their final plans; a fall construction is likely. Lyngblomsten and City Council are working on TIF. Planning & Zoning Board July 10, 2019 Page 3 DRAFT MINUTES 1.5 weeks left of utility installation on West Shadow Lake Drive. The project is on schedule - curb and paved within a month. Residents have been patient. VII. ADJOURNMENT Mr. Evenson made a MOTION to adjourn the meeting at 6:52 P.M. Motion was supported by Mr. Ruhland. Motion carried 6 - 0. Respectfully submitted, Mara Strand and Katharine Dowlding 1 PLANNING & ZONING BOARD AGENDA ITEM 5A STAFF ORIGINATOR: Katie Larsen, City Planner P & Z MEETING DATE: August 14, 2019 REQUEST: PUBLIC HEARING for Poehling Addition Variance and Preliminary Plat CASE NUMBER: VR2019-001 PP2019-001 APPLICANT: Jerome Poehling 6790 West Shadow Lake Drive Lino Lakes, MN 55014 OWNER: Same REVIEW DEADLINE: Complete Application Date: July 8, 2019 60-Day Review Deadline: September 6, 2019 120-Day Review Deadline: November 5, 2019 Environmental Board Meeting: July 31, 2019 Park Board Meeting: N/A Planning & Zoning Board Meeting: August 14, 2019 City Council Work Session: TBD City Council Meeting: TBD BACKGROUND The applicant, Jerome Poehling, has submitted a land use application for a variance and preliminary plat. The applicant proposes to subdivide the existing parcel into 2 single family lots for the purpose of constructing one (1) new single family home. The lot is located at 6790 West Shadow Lake Drive and is 0.78 gross acres (34,023 sf) as measured above the OHWL. The Land Use Applications are: 2 • Variances o Lot Size and Street Setback • Preliminary Plat o 2 lots The parcel is in the Shoreland Management Overlay District of Reshanau Lake and land use applications are subject to MnDNR review. Staff is working with the DNR on some issues regarding lot size and is recommending the public hearing be continued to a future date. RECOMMENDATION Staff recommends opening and continuing the public hearing and tabling the agenda item to a future date. ATTACHMENTS 1. Site Location Map 2. Preliminary Plat 0 2,000 4,0001,000 Feet §¨¦I-35W LAKE DRLAKE DRBIRCH STBIRCH ST FOX CVFOX CVOLD BIRCH STOLD BIRCH STPPAARRTTRRIIDDGG EE PPLLGRAY HERON DRGRAY HERON DRP O S T R D P O S T R D TOTEM TRLTOTEM TRLPELICAN PL PELICAN PL TEAL CTTEAL CTA S P E N L NASPEN L NSIOUX LNSIOUX LN2ND AVE2ND AVEFOX RDFOX RDLAKOTA TRLLAKOTA TRLFAWN LNFAWN LNHHOOKKAAHHDDRRGAAGE LNGAAGE LNGLENVIEW LNGLENVIEW LNULMER DRULMER DR ELM STELM ST AQUA CIRAQUA CIRWARE RDWARE RDHOLLY DRHOLLY DRTALLE LNTALLE LN12TH AVE12TH AVEKARTH RDKARTH RD PP HH EE AA SSAA NN TTRRUUNNSSSUNRISE DRSUNRISE DRIVY RIDGE LNIVY RIDGE LNB L A C K D U C K D R B L A C K D U C K D R AQUA LNAQUA LN RICE LAKE DRRICE LAKE DRRRIICCEELLAAKKEELLNNHH AA WW TTHHOORRNN RRDD JOYER LNJOYER LNCOUNTY PARKWAY ECOUNTY PARKWAY EWWEESSTTSSHHAADDOOWWLLAAKKEEDDRRBALDWIN LAKEOHWL 883.1100-yr 886.1 WARDS LAKE SHERMAN LAKERESHANAU LAKEOHWL 883.5100-yr 886.0 RICE LAKEOHWL 883.1100-yr 886.0 CENTERVILLELAKE OHWL 885.0100-yr 886.3 MARSHAN LAKEOHWL 883.3100-yr 886.1 GEORGE WATCHLAKE 100-yr886.1 PELTIER LAKEOHWL 884.7100-yr 887.0 CEDAR LAKEOHWL 892.9 Lino Lakes Circle Pines Centerville Site Location Map µ Poehling Addition6790 West Shadow Lake Drive 1 PLANNING & ZONING BOARD AGENDA ITEM 5B STAFF ORIGINATOR: Katie Larsen, City Planner P & Z MEETING DATE: August 14, 2019 REQUEST: PUBLIC HEARING Conditional Use Permit Amendment for Otter Lake Animal Care Center (6848 Otter Lake Road) CASE NUMBER: CU2013-002 SP2019-002 APPLICANT: Otter Lake Animal Care Center Attn: Dr. Wayne Scanlan PO Box 516 Hugo, MN 55038 OWNER: Same REVIEW DEADLINE: Complete Application Date: July 8, 2019 60-Day Review Deadline: September 6, 2019 120-Day Review Deadline: November 5, 2019 Environmental Board Meeting: July 31, 2019 Park Board Meeting: N/A Planning & Zoning Board Meeting: August 14, 2019 Tentative City Council Work Session: September 3, 2019 Tentative City Council Meeting: September 9, 2019 BACKGROUND Otter Lake Animal Care Center is located at 6848 Otter Lake Road. The applicant, Dr. Wayne Scanlan, is proposing to construct a 2,800 sf addition to the existing 3,900 sf building and expand the existing parking lot. The existing site is approximately 1.51 acres. The Land Use Application is for the following: 2 • Conditional Use Permit Amendment for Veterinary Hospitals • Site and Building Plan Review This staff report is based on the followings plan sets: • Plan Set prepared by BDH+Young dated July 7, 2019 • Certificate of Survey prepared by EG Rud & Sons, Inc. dated July 1, 2019 • Wetland Delineation Report prepared by Jacobson Environmental, PLLC dated November 12, 2018 • Hydrology Report prepared by Loucks dated June 13, 2019 • Draft Geotechnical Evaluation Report prepared by Braun Intertec Corporation dated January 11, 2019 ANALYSIS History Otter Lake Animal Care Center has existed at this location since 1987. A conditional use permit was approved in 1986 for the initial construction of the veterinary clinic and boarding facility. In December 1996, an amendment to the conditional use permit was approved to expand the pole barn structure and allow boarding for up to 100 animals. This newest addition to the building and parking lot is needed to meet the demands of changing pet care practices and expanding client base. Existing Site Conditions The site contains the existing 3,800 sf facility, a parking lot, indoor and outdoor kennels, 2 small accessory structures, a fenced area and open green space with minimal tree coverage. A pond exists on the north side of the site and a small wetland exists on the south side. The Certificate of Survey notes the parcel size is 1.51 acres; however, this includes a portion of CR 84 (Otter Lake Road) road right-of-way. In 1996, CR 84 (Otter Lake Road) was realigned and road right-of-way was to be dedicated via easement along the west lot line. The surveyor and applicant are working with Anoka County to determine the exact location of the road easement. Anoka County GIS shows the estimated acreage as 1.33 acres. Plans will then be revised to correctly show the lot lines and lot areas. A 66 foot wide NSP easement and overhead powerlines bisect the northwest corner of the site. An 8 foot wide trail exists along CR 84 (Otter Lake Road). Per the Geotechnical Report, the area of the proposed addition is currently a green space to the north of the existing building. Current grades range from 910 to 914 EL. The site is generally flat with grades sloping down away from the building. Nine (9) soil borings were drilled ranging from 6 to 21 feet in depth. Ground water was not observed in any of the borings. Soil types consist of SM (silty sands), SC (clayey sands) and CL (low plasticity clays). 3 Zoning and Land Use The property is zoned LI, Light Industrial and allows for Veterinary Hospitals with a conditional use permit. A conditional use permit was approved in 1986 and amended once in 1996 to allow for an addition to the pole barn. Any change involving a structural enlargement of the facility requires an amendment to the conditional use permit. Current Zoning LI, Light Industrial Current Land Use Industrial Future Land Use per CP Industrial Utility Staging Area 1A=2008-2015 Surrounding Zoning and Land Use Direction Zoning Current Land Use Future Land Use North LI, Light Industrial Vacant Industrial Industrial East LI, Light Industrial Vacant Industrial Industrial South LI, Light Industrial Industrial Industrial West PUD (Industrial) I-35W and Industrial Industrial Site and Building Plan Review Site Plan As previously discussed, the certificate of survey notes the parcel size as 1.51 acre but this includes the road easement. The approximate road right-of-way shown on the survey for this parcel is graphically shown per the Otter Lake Road Realignment Utility and Street Improvement Plans Sheet 12 of 31 revised As-Built on February 7, 2000. Anoka County GIS shows the estimated acreage as 1.33 acres. For the purposes of site plan review, this approximate right-of-way line will be used as the front lot line. If no recorded roadway easement is found, an easement will be required to be recorded as part of the conditional use permit. Per the applicant’s narrative, the site plan proposes a 2,800 sf addition to the existing 3,900 sf building with additional parking to the north of the site. Sheet PZ-01 notes the existing building is 4,016 sf and the addition footprint is 2,714 sf plus a 670 sf second level mezzanine above the addition. The existing indoor and outdoor boarding kennels and fenced outdoor area will remain. The boarding of up to 100 animals was approved as 4 part of the 1996 CUP amendment. One accessory structure on the north side will be removed. The Site Plan Review Worksheet (attached) provides additional detail related to setbacks and performance standards. Overall, the proposed building addition and parking lot meet setback and performance standards except as noted on the worksheet. Architectural Plans and Exterior Building Materials Per the architectural plans dated July 9, 2019, the exterior materials of proposed addition include a brick base, light brown stucco middle and standing seam metal roof. The existing building has metal siding. The existing west elevation (front façade) will be remodeled to match the new façade with new brick, new light brown cementious board siding and new metal roof. The north, south and east existing metal siding elevations will be painted to match the new addition. The exterior materials meet the ordinance requirements of material types, colors and percentages. A second floor mezzanine is proposed for the veterinary’s private office. The Building Official noted the possible need for an elevator to the second floor mezzanine. The architect states the mezzanine is for Dr. Scanlon’s private office and an elevator is not required since the existing office space on the main level will allow for accessibility as needed. The applicant/architect shall confirm with the Building Official the need for an elevator. The building height is 23’6” which is less than the maximum allowed 45 feet. A trash enclosure is proposed to the north of the new addition adjacent to the new parking lot. Construction details provided on Sheet PZ-02 indicate light brown horizontally treated wood slats with a light brown vertical wood slat gate and yellow bollards. The enclosure is 6 feet in height. The trash enclosure meets performance standards. Off-Street Parking Requirements A 24 foot wide drive aisle and 22 parking stalls are proposed on the north side to provide additional parking for staff and clients. The stalls meet required number and dimensions. The existing parking lot abutting CR 84 (Otter Lake Road) does not meet the full 15 foot street setback requirement but is considered legal non-conforming because Otter Lake Road was reconstructed and realigned in 1996. There is one (1) new parking stall proposed on the northwest corner of the existing parking lot that shall be removed because it does not meet setback. The total number of proposed parking stalls is 38 (16 existing + 22 new). Section 1007.044(6) requires 3 spaces plus at least 1 space for each 200 sf of floor area which equals 37 spaces (6,750/200=33.75+3=36.75=37). Even with the omission of the northeast space, the proposed 37 spaces are compliant. Plans shall be revised to omit the northeast stall. Grading Plan and Stormwater Management 5 Per the Comprehensive Stormwater Management Plan prepared by Loucks dated June 13, 2019, the existing site consists of 4 different drainage areas: north to an existing pond, south to an existing wetland, west to Otter Lake Road and east to undeveloped land. A majority of the developed portion of the site drains to the constructed north pond. This pond is located on both the subject site and on the adjacent parcel to the north and was designed to handle more than the existing development. The pond will be deepened, regraded and updated to meet current NURP pond design standards. All new impervious runoff is being directed to this pond. Proposed peak runoff rate and volume will be less than existing. A drainage and utility easement shall be recorded over the north stormwater pond that includes both the subject site and the adjacent property. Public Utilities The existing building is served by a private well and 21” municipal sanitary sewer located along Otter Lake Road. The new addition and existing building will be connected to 16” municipal watermain and the existing private well will be capped as noted on Sheet C1.2. Tree Preservation Plan Sheet L1.1, Landscape identifies 23 significant trees on site. The plan sheet indicates 11 of these trees to be removed from the basic use area. Trees removed from the basic use area do not mitigation or replacement. Landscaping Canopy Cover Per Sheet L1.1, Landscape & Tree Preservation Plan, canopy coverage calculations indicate 9,147 sf of vehicular hardscape which requires a minimum 3,659 sf of canopy coverage. The landscape plan proposes one (1) large tree planted within the interior parking lot, seven (7) large trees planted and four (4) medium trees within less than 7’ of vehicular hardscape edge and one large tree within 7’-12’ of vehicular hardscape edge. These trees provide a total 5,450 sf of canopy coverage which exceeds with the canopy cover requirements. Foundation Landscaping The front facade of Otter Lake Animal Care Center measures a total of 90 linear feet (lf). The ordinance requires two (2) trees and six (6) shrubs per 100 lf. Ninety (90) is rounded up to 100 lf for a requirement of two (2) large trees and six (6) large shrubs along the front façade. One (1) tree and four (4) shrubs are proposed. The foundation landscaping standards are not met per Sheet L1.1, Landscape & Tree Preservation Plan. The foundation landscaping plan is short 1 (one) tree and two (2) shrubs. The applicant will 6 need to revise the plans to provide 1 (one) additional large tree and 2 (two) additional large shrubs or the equivalent substitution of smaller landscape materials allowed under Section 1007.43 (17) (d) 6. Open Areas Landscaping Open Area Landscaping calculations indicate 7,894 sf of open area which requires 4 (four) trees and 12 shrubs. Four (4) trees and 12 shrubs are being planted in the open area near the stormwater pond. The open areas to the south and east of the building have existing trees and shrubs and do not require additional trees. The ordinance requirements are met. Buffer and Screen The existing parking lot along Otter Lake Road was constructed in 1987 with the original building and does not require buffer or screening. The parking lot addition located on the north of the building is not adjacent to the public right of way; therefore, no buffer or screen is required. Boulevard Trees Boulevard trees are not required for industrial developments; therefore, no boulevards trees are proposed. Sod and Ground Cover Any sod areas must be irrigated. The irrigation plan has been reviewed and approved by the Environmental Coordinator. Signage A Sign Permit Application and sign plans shall be submitted for any wall or ground mount signage. Impervious Surface Coverage The LI, Light Industrial zoning district allows for 75% impervious surface coverage. Per Sheet C2.1, Site Plan, the proposed impervious surface is 0.614 acres or 41% which meets ordinance requirements. Impervious Surface Coverage Total Parcel Size 1.51 acres Existing Impervious 0.304 acres (20%) Proposed Impervious 0.614 acres (41%) 7 Traffic Study A traffic study is not required. CR 84 (Otter Lake Road) is a Major Collector Road and is capable of handling the additional traffic volume proposed by the addition. Public Land Dedication Park land dedication and/or fees are not required. This is an existing lot of record and not being subdivided. Comprehensive Plan Resource Management System The Resource Management System Plan goal of preserving surface water quality is supported by the construction of stormwater management BMP’s such as curb, gutter and NURP pond. Land Use Plan The Comprehensive Plan guides this property for industrial use. The proposed addition to the Otter Lake Animal Care Center is consistent with industrial land use. Housing Plan The goals and policies of Housing Plan are not negatively impacted by the proposed addition to the Otter Lake Animal Care Center. Transportation Plan Goals of the Transportation Plan are to ensure that street and roads are as safe as possible and to reduce unnecessary traffic. CR 84 (Otter Lake Road) is a Major Collector Road and is capable of handling the additional traffic volume proposed by the addition. Sanitary Sewer and Water Supply Plan A 21”’ sanitary sewer main and 16” watermain along Otter Lake Road provide public utilities to the site. The sanitary sewer and water supply system have capacity for the addition. Alternative Urban Areawide Review (AUAR) The site is within the 2005 I-35E Corridor AUAR environmental review boundary. The AUAR was updated in June 2015. The AUAR identified this site as industrial in all 3 land use scenarios. The proposed addition to Otter Lake Animal Care Center is consistent with industrial development. No further environmental assessment is required. 8 Wetlands A Wetland Delineation Report was prepared by Jacobson Environmental PLLC dated November 12, 2018. A WCA Notice of Decision for the wetland delineation was issued by RCWD on May 6, 2019. The wetland delineation report noted 2 basins on site. Per RCWD, the north basin (0.152 acres) was found to be incidental under WCA and is not a wetland. This basin is used for stormwater management. The south basin (0.080 acres) is a wetland but there are no proposed impacts. The wetland is not in the Wetland Management Corridor; therefore no conservation easement or buffer is required. A drainage and utility easement extending 10 feet from the delineated boundary will be required over the portion of the wetland that is located on the subject site. Shoreland District The parcel is not located within the Shoreland District. Floodplain There are no floodplains located on site. Anoka County Highway Department Staff has distributed materials to Anoka County Highway Department and has not received any comments yet. Public Safety Comments The Fire Division reviewed the proposed building addition and parking lot expansion and did not have any comments or concerns. The Police Division reviewed the project and provided comments regarding security cameras, access and exterior lighting. See attached comment letter. Environmental Board The Environmental Board reviewed the project on July 31, 2019. Their recommendations are summarized in the attached Environmental Memo dated August 6, 2019. Storm Water Maintenance Agreement A joint Storm Water Maintenance Agreement is required between the adjacent property owners because the pond is located on both parcels. A draft agreement has been drafted by the applicant and is being reviewed by staff and RCWD. 9 Site Improvement Performance Agreement A Site Improvement Performance Agreement is required. Findings of Fact-Conditional Use Permit The property is zoned LI, Light Industrial and allows for veterinary hospitals with a conditional use permit. The Planning and Zoning Board shall recommend a conditional use permit and the Council shall order the issuance of such permit only if it finds the following criteria have been met: 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: a. Land Use Plan. b. Transportation Plan. c. Utility (Sewer and Water) Plans. d. Local Water Management Plan. e. Capital Improvement Plan. f. Policy Plan. g. Natural Environment Plan. The proposed veterinary hospital addition and parking lot expansion are consistent with the Land Use, Utility, Local Water Management, Capital Improvement, Policy and Natural Environmental Plans and recommendations of the comprehensive plan as detailed in this staff report. 2. The proposed development application is compatible with present and future land uses of the area. The proposed veterinary hospital addition and parking lot expansion are compatible with present and future land uses. The subject site and adjacent parcels are guided and zoned for industrial use. A veterinary hospital is consistent the industrial land uses. 3. The proposed development application conforms to performance standards herein and other applicable City Codes. 10 A Site Plan Review has been completed and the proposed veterinary hospital addition and parking lot expansion will meet zoning performance standards if conditions listed in staff report are met. 4. Traffic generated by a proposed development application is within the capabilities of the City when: a. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade. b. If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C. c. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D. d. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better. e. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies. f. The traffic generated from a proposed subdivision shall not require City street improvements that are inconsistent with the Lino Lakes Capital Improvement Plan. However, the City may, at its discretion, consider developer-financed improvements to correct any street deficiencies. g. The LOS requirements in paragraphs a. to d. above do not apply to the I-35W/Lake Drive or I-35E/Main St. interchanges. At City discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Dept. of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties, that contribute to traffic at the interchange. h. The City does not relinquish any rights of local determination. The proposed veterinary hospital addition and parking lot expansion are do not change the level of service along CR 84 (Otter Lake Road). The road is a Major 11 Collector Road and is capable of handling the additional traffic volume proposed by the addition. 5. The proposed development shall be served with adequate and safe water supply. The proposed veterinary hospital addition will connect to an adequate and safe municipal water supply. 6. The proposed development shall be served with an adequate and safe sanitary sewer system. The proposed veterinary hospital addition will be served by an adequate and safe municipal sanitary sewer system. 7. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. No City funds are being expended on this project. 8. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. The proposed veterinary hospital addition and parking lot expansion are allowed uses within the LI, Light Industrial Districts with an approved conditional use permit. The project will not generate excessive traffic, noise, smoke, fumes, glare or odors. 9. The proposed development will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. There are no natural, scenic or historic features on the existing site. Specific Conditional Use Permit (CUP) Requirements In addition to the administrative requirements of a conditional use permit, the following specific performance standards of Section 1007.120 (9) (f) must also be met: (d) Veterinary Hospitals provided that: 1. All areas in which animals are confined are located indoors and are properly soundproofed from adjacent properties. Per the 1996 CUP Amendment approved on December 16, 1996, the boarding for up to 100 animals is allowed on the site. The 1996 CUP also allows for outdoor kennels. 12 The existing outdoor kennels are located in the rear yard but they are rarely used. The area is screened by an 8 foot wood privacy fence. There are no changes proposed to the indoor or outdoor kennel area or privacy fence. The 1996 CUP is still valid and the outdoor kennel/boarding area may continue to operate but not expand. Currently, animals are boarded in the inside kennel. All walls are insulated for sound. 2. Animal carcasses are properly disposed of in a manner not utilizing on-site garbage facilities or incineration and the carcasses are properly refrigerated during periods prior to disposal. Animal carcasses are frozen until picked up by a cremation service. 3. An indoor animal kennel is permitted as a use accessory to the veterinary hospital provided that: a. The number of animals boarded shall not exceed forty (40). The average number of boarded animals is 20 and does not exceed 40. The 1996 CUP Amendment allows for up to 100 animals to be boarded on site. b. An enclosed indoor or exterior exercise area shall be provided to accommodate the periodic exercising of animals boarded at the kennel. Exterior exercise areas shall be limited to a maximum of twenty-five (25) percent of the gross floor area of the principal use. The existing outdoor run area 2,750 sf (70% of gross floor area) and will not be changed. The outdoor run area after planned addition will remain 2,750 sf. (41% of gross floor area). The outside run area is surrounded by privacy wood fencing. The chain-link fenced area is rarely used for larger animals and training. The existing outdoor exercise area was approved as part of the original and amended conditional use permit and does not require modifications. c. A ventilation system shall be designed so that no odors or organisms will spread between wards or to the outside air and will be capable of completely exchanging internal air at a rate of at least twice per hour. Air temperature must be maintained between 60 and 75 degrees Fahrenheit. Indoor areas have controlled and maintained air quality and temperature controls. 13 d. A room separate from the kennel area shall be provided of sufficient size to adequately separate animals that are sick or injured from healthy animals. Isolation areas provided for sick or infectious animals. e. Indoor animal kennel floors and walls shall be made of non-porous materials or sealed concrete to make it non-porous. Floors have a non-porous epoxy coating. Wall finish is epoxy paint. f. Animal wastes shall be flushed down an existing sanitary sewer system or enclosed in a container of sufficient construction to eliminate odors and organisms and shall be properly disposed of at least once a day. Animal waste is currently flushed thru the City Sewer. 4. The appropriate license is obtained from the City and the conditions of Chapter 503 relating to the keeping of animals are satisfactorily met. Existing conditional use permits are on file with the City. Conditions of Chapter 503 have been met. 5. All State Health Department and Minnesota Pollution Control Agency requirements for such facilities are met. Permits/licenses are on record with the State. The applicant shall obtain any necessary permits from other agencies as required. RECOMMENDATION Staff recommends approval of the conditional use permit and site plan review for Otter Lake Animal Care Center subject to the following conditions: 1. The conditions of the original 1986 Conditional Use Permit and amended 1996 Conditional Use Permit are still in effect. 2. A drainage and utility easement shall be recorded over the north stormwater pond that includes both the subject site and the adjacent property. 3. A drainage and utility easement shall be recorded over the portion of south wetland located on the subject site. The following issues shall be addressed prior issuance of a building permit: 14 1. All comments from the City Engineer letter dated August 7, 2019 shall be addressed. 2. All comments from the Environmental Coordinator letter dated August 6, 2019 shall be addressed. 3. All comments from the Police Division letter dated August 6, 2019 shall be addressed. 4. A RCWD permit is required. 5. A Site Improvement Performance Agreement shall be approved by City Council and executed. 6. If no recorded roadway easement along CR 84 (Otter Lake Road) is found, an easement shall be drafted by the applicant for City review and recorded. 7. The private well shall be properly capped. 8. A separate recordable drainage and utility easement extending 10 feet from the HWL of the north stormwater pond shall be drafted by the applicant for City review and recorded. 9. A separate recordable drainage and utility easement extending 10 feet from the delineated wetland boundary shall be drafted by the applicant for City review and recorded over the portion of the wetland that is located on the subject site. 10. Certificate of Survey: a. Survey shall be revised to reflect correct roadway easement along CR 84 (Otter Lake Road). b. Survey shall include lot size that does not include road easement area. 11. Easement Sketch and Description: a. The note “Street and Utility Easement Per Doc. No. 1413495” shall be omitted. 12. Sheet C2.1, Site Plan: a. The NSP easement shall be shown. b. “PSBL” shall be defined. c. The “PSBL” shall be shown 15 feet inside the Street ROW line instead of the middle of Otter Lake Road. d. The proposed parking stall in the northwest corner of the existing parking lot shall be removed. e. Off-street Parking Calculations shall be revised to reflect the omitted parking stall. f. The location of mechanical equipment and required screening shall be included. 13. Sheet L1.1, Landscape & Tree Preservation Plan a. Under Foundation Landscape Standards, only the 90 foot wide front façade facing Otter Lake Road needs to be calculated. Please revise. b. Foundation landscaping shall be included along the existing front façade facing Otter Lake Road. c. One additional tree and 2 shrubs are required within the Foundation Landscape zone. d. Under Tree Legend, note the number of existing coniferous and deciduous trees and the number of trees removed. 14. Preliminary Elevations: 15 a. A color palette and material board for exterior materials and roofing shall be submitted. b. The standing seam metal roof shall have hidden fasteners. c. The location of the mechanical equipment shall be included. d. The applicant/architect shall confirm with the Building Official the need for an elevator. 15. Photometric Plan: a. The Photometric Plan shall be revised to address Police Division comments. b. The property lines shall be clearly marked especially along CR 84 (Otter Lake Road). The certificate of survey shall be used as the base map. c. Foot candles shall not exceed 1.0 as measured from the road right-of-way. d. Foot candles shall not exceed 0.4 as measured from the side and rear lot lines. ATTACHMENTS 1. Site Location Map 2. Aerial Map 3. Applicant Narrative 4. City Engineer letter dated August 7, 2019 5. Environmental Coordinator letter dated August 6, 2019 6. Police Division memo dated August 6, 2019 7. Site Plan Review Worksheet 8. Plan Set prepared by BDH+Young dated July 8, 2019 including Certificate of Survey and Architectural Elevations 0 2,000 4,0001,000 Feet IJ84 §¨¦I-35E MAIN STMAIN ST 20TH AVE20TH AVEBIRCH STBIRCH ST 24TH AVE24TH AVE70TH ST70TH ST TEAL CTTEAL CTTELE DRTELE DR HOLLY DRHOLLY DR 65TH ST65TH ST CYPRESS S TCYPRESS ST 64TH ST64TH STGAAGE LNGAAGE LNTALLE LNTALLE LNPPAALL MM SSTT 12TH AVE12TH AVEKARTH RDKARTH RD PHELPS RDPHELPS RD LLAANNGGEERRLLNNJOYER LNJOYER LNCEDAR STCEDAR ST21ST AVE21ST AVEOTTER LAKE RDOTTER LAKE RDAMELIA LAKEOHWL 908.1100-yr910.0 WARDS LAKE SHERMAN LAKE CENTERVILLELAKE OHWL 885.0100-yr 886.3 PELTIER LAKE OHWL884.7 100-yr887.0 CEDAR LAKEOHWL 892.9 Lino Lakes Centerville Site Location Map µ Otter Lake Animal Care Center6848 Otter Lake Road 0 100 20050 Feet IJ84 §¨¦I-35E 68486848OOTTTTEERRLLAAKKEERRDDOOTTTTEERRLL AA KK EE SSEE RR VV II CCEE RR DD Aerial MapOtter Lake Animal Care Center µ 7001 France Avenue South Suite 200 Edina, Minnesota 55435 p 952.893.9020 f 952.893.9299 bdhyoung.com June 10, 2019 Otter Lake Animal Care Center 6848 Otter Lake Road Hugo, MN 55038 Site Plan review and Conditional Use Permit Amendment Project Narrative Otter Lake Animal Care Center has been serving the community since 1987 in the same location. With changes to pet care practices and the ever- expanding Lino Lakes area, the staff of Otter Lake Animal Care Center is pleased to propose an expansion of the current building on the current site to better serve the existing and future pet care needs of the growing community. The plan is to build an approximately 2,800 square-foot addition to the existing 3,900 square foot buildings North side. The existing building will remain as is main as is with minimal interior remodeling as result of the addition. The new facility will offer a larger waiting room, treatment and surgery areas and have separate exam rooms and recovery areas for cats and dogs to foster “fear free” care for the pets. A larger onsite pharmacy will also be included to better address the needs of the community’s pets. Long stay boarding will be continued to be offered in the existing facility. The proposed addition will have a combination of stone/brick and painted wood siding with white painted trim and a standing seam metal roof. The existing building’s facade will be freshened up with new stone/brick and wood siding to complete a unified new look for the building. A detached covered trash enclosure with vertical wood slats painted to match the main building. The existing fenced area for animals on the East side will be modified smaller to accommodate the addition. A larger paved parking area with designated employee parking will be on the north / east side of the building. Thank you for your consideration and support. Tim Knutsen, Assoc. AIA Project Manager S:\Community Development\Projects\Planning Cases\Otter Lake Animal Care Center (6848 Otter Lake Road)\Staff Reports\20190814 PZ\a4 20190807 Engineering Review - Otter Lake Animal Care.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM Memorandum To: Katie Larsen, City Planner From: Ed Youngquist, WSB & Associates Diane Hankee, City Engineer Date: August 7, 2019 Re: Otter Lake Animal Care Center Submittal 07/08/19 014524-000 WSB and Associates, Inc. has reviewed the Preliminary Plans for the Otter Lake Animal Care Center expansion in Lino Lakes, MN submitted by BDH & Young, received on July 8th, 2019. The following documents were reviewed: • Existing Conditions Survey prepared by E.G Rud and Sons, Inc. dated July 1, 2019 • Easement Sketch and Description prepared by E.G Rud and Sons, Inc. dated July 2, 2019 • Construction Plans prepared by Loucks dated July 8th, 2019 • Comprehensive Stormwater Management Plan Hydrology Report prepared by Loucks, dated June 13, 2019 • Geotechnical Evaluation prepared by Braun Intertec, dated January 11, 2019 Engineering • General The Otter Lake Animal Care Center is located at 6848 Otter Lake Road. The existing veterinary clinic is located on a 1.5 acre unplatted parcel and consists of a 4050 sf building, bituminous parking area, a partial fenced yard and storage area. The survey provided does not establish location of the Otter Lake Road right of way. The building is currently served by municipal sanitary sewer and private well. A 66 foot wide NSP easement crosses the northwest corner of the parcel and an 8 foot wide bituminous trail exists along the easterly side Otter Lake Road. The majority of the site stormwater is conveyed to an existing pond located on the north side of the property. Smaller drainage areas are conveyed to a storm pond to the south, Otter Ms. Katie Larsen 08/07/19 Page 2 S:\Community Development\Projects\Planning Cases\Otter Lake Animal Care Center (6848 Otter Lake Road)\Staff Reports\20190814 PZ\a4 20190807 Engineering Review - Otter Lake Animal Care.docx Lake Road and an undeveloped parcel to the east. The site development proposes to construct a 2850 sf building addition along with a second parking area located in northeast corner of the site. The two parking areas are proposed to be connected by a 24 foot wide drive lane that runs between the building addition and the north stormwater pond. Concrete barrier curb is proposed with the parking improvement to convey stormwater. Concrete sidewalks are proposed for pedestrian access. Improvements to the existing ADA parking area are proposed as well. • Site Grading, Storm Sewer and Erosion Control Grading of the Otter Lake Animal Care Center expansion is concentrated on the north side of the existing structure. The south curb line of the proposed parking area is elevated approximately 2 feet above existing grade to promote surface drainage northwesterly towards the existing north storm pond. These proposed grades are also designed to better match the finished floor elevation of the existing building and proposed addition. The grading plan also calls for the expansion of the existing north storm pond. Some of this expansion is shown to be off the subject property. The grading plan also shows an encroachment onto the property to the east. The demolition plan calls for removal and replacement of the existing 15” CMP storm sewer pipe along Otter Lake Road. Two Rain Guardian storm structures are located at low points along the north curb line of the proposed parking lot addition and drive lane. Comments: 1. Revise the grading plan to eliminate the encroachment onto the property to the east. 2. Provide details on the utility plan for replacement of the 15” CMP storm sewer along Otter Lake Road. 3. Provide rip rap detail for Rain Guardian discharge points. 4. Provide Ordinary High Water Level for pond north of property 5. Provide Ordinary High Water Level, NWL and HWL for the wetland area on the south side of the property. 6. Provide Emergency overflow (EOF) elevations with spot elevations and drainage arrows. • Stormwater Management WSB completed a preliminary review of the stormwater management plan for the Otter Lakes Animal Care Center. These plans were reviewed for conformance with the City of Lino Lakes Stormwater, Erosion and Sediment Control Ordinance (Chapter 1011) an the Lino Lakes Plan Review Form. Ms. Katie Larsen 08/07/19 Page 3 S:\Community Development\Projects\Planning Cases\Otter Lake Animal Care Center (6848 Otter Lake Road)\Staff Reports\20190814 PZ\a4 20190807 Engineering Review - Otter Lake Animal Care.docx Comments: 1. Provide analysis of the ten-day snowmelt event, which is simulated by a 7.2 inch, ten-day spring runoff event during which it is assumed the ground is frozen solid and no infiltration occurs (CN set to 100 for all areas). 2. Verify required volume calculations and total new impervious and reconstructed impervious. Page 4 of the hydrology report states that new impervious and existing impervious being disturbed is a total of 0.36 acres (15,682 ft.2), but 26,746 ft.2 is used in required volume equation. 3. Verify proposed water quality volume value is correct. Linear interpolation of 908.80’ volume is 33,590 ft.3 Hydrology report shows 33,915 ft.3 4. Provide dead storage calculations. HydroCAD model shows the direct drainage area to the property pond is 0.996 acres, requiring 9,039 ft.3 of dead storage. 5. Ordinance 3(b) states the HSG of areas within construction limits is to be shifted down one classification to account for the impacts of grading on soil structure unless the project specifications incorporate soil amendments in accordance with Rice Creek Watershed District Soil Amendment guidelines. Revise proposed model to meet this requirement. 6. Recommend changing the proposed HydroCAD model labels to “Proposed North”, “Proposed East”, instead of “Existing North”, “Existing East” as these drainage areas have changed in the proposed model. 7. Recommend indicating location of all nodes from HydroCAD model on Proposed and Existing Drainage Area Figures (i.e. ponding areas “D”, “P1”, “P2”, and “P3”. 8. Existing West subcatchment in HydroCAD model does not show discharge location in existing or proposed models. Include a reach or route for this subcatchment. • Water Supply A 16” trunk watermain is located in the Otter Lake Road right of way. A proposed wet tap of the trunk watermain and extension of a 6” DIP combined water/fire suppression service is proposed. The existing well on the site is proposed to be capped. Comments: 1. A Minnesota Department of Health permit is required Ms. Katie Larsen 08/07/19 Page 4 S:\Community Development\Projects\Planning Cases\Otter Lake Animal Care Center (6848 Otter Lake Road)\Staff Reports\20190814 PZ\a4 20190807 Engineering Review - Otter Lake Animal Care.docx 2. The applicant shall supply shop drawings for the proposed 16” Tapping Tee 3. Refer to Transportation for associated comments • Sanitary Sewer The site is currently served by a 21” trunk sanitary sewer main and 6” sewer service stub located in the Otter Lake Road right of way. A 6” sanitary sewer service line currently extends to the existing structure. A portion of the existing service is proposed to be removed. A 6” PVC sanitary sewer is designed to be extended around the proposed addition and connected back into the existing sewer service line at the building. Existing inverts are to be field verified and a minimum slope on the service is proposed to be 1.1%. 4” cleanouts are proposed at all service bends. Comments: 1. Provide field verified invert elevations to confirm pipe slopes. 2. Provide a traffic grade cap detail for the cleanout located in the drive lane. • Transportation The Otter Lake Animal Care Center currently has an existing access off Otter Lake Road. No additional access points are proposed. No improvements to the existing access are proposed. No adverse traffic impacts are anticipated and a traffic study is not required. Comments: 1. The applicant shall show the pavement removal and replacement limits for Otter Lake Road and bituminous trail as a result of the installation of the watermain service and wet tap. 2. The applicant shall provide a typical section to match the existing section for Otter Lake Road. 3. The applicant shall provide a traffic control plan for utility work along Otter Lake Road. • Wetlands and Environmental Wetland review is being completed by the City’s Environmental Coordinator and comments are not included herein. Ms. Katie Larsen 08/07/19 Page 5 S:\Community Development\Projects\Planning Cases\Otter Lake Animal Care Center (6848 Otter Lake Road)\Staff Reports\20190814 PZ\a4 20190807 Engineering Review - Otter Lake Animal Care.docx • Floodplain The subject property is not located within the floodplain. • Drainage and Utility Easements Drainage and utility easements are required for public stormwater systems. Both the existing north and south ponds serve as a stormwater facilities for multiple properties. Private utility service lines do not require drainage and utility easements. Comments: 1. Provide a drainage and utility easement over the existing north and south stormwater ponds. The easement is required to cover a 10 foot buffer beyond the established high water level of the pond. 2. Provide a drainage and utility easement over the existing storm sewer discharge pipe along Otter Lake Road. • Stormwater Maintenance Agreement A stormwater declaration will be required. If the stormwater facility is located in part on two adjacent parcels, there are two options: Comments: 1. Both the permittee and the neighbor sign the declaration, and it is recorded on both parcels. Each is jointly and severally liable for the maintenance obligation, each has the cross-right to occupy the entire facility for maintenance purposes, and the District/City are given the right to occupy the entire facility to correct a maintenance deficiency. 2. Both the permittee and the neighbor sign the declaration, and it is recorded on both parcels. The permittee has sole responsibility for the maintenance obligation, and the neighbor grants the permittee the right to occupy the entire stormwater facility for maintenance purposes. The District/City are given the right to occupy the entire facility to correct a maintenance deficiency. 3. Ingress/egress and staging area also needs to be considered. If the permittee’s parcel alone is sufficient, then nothing further on the Ms. Katie Larsen 08/07/19 Page 6 S:\Community Development\Projects\Planning Cases\Otter Lake Animal Care Center (6848 Otter Lake Road)\Staff Reports\20190814 PZ\a4 20190807 Engineering Review - Otter Lake Animal Care.docx neighbor’s parcel is required. If a portion of the neighbor’s parcel is needed, then the declaration needs to afford that to both the permittee and the District/City. • Permits Required 1. NPDES General Construction Permit 2. City of Lino Lakes Zoning Permit for construction 3. Rice Creek Watershed Permit for Erosion and Sediment Control 4. Minnesota Department of Health 5. Anoka County Right of Way Permit If you or the applicant have any questions regarding these comments, please contact Ed Youngquist at (763) 287-7167 or eyoungquist@wsbeng.com. Page 1 Memo To: Katie Larsen From: Marty Asleson Date: August 6, 2019 Re: Environmental Board Recommendations for Otter Lake Animal Care Center The following recommendations were made by the Lino Lakes Environmental Board on Wednesday, July 31st, 2019 concerning Otter Lake Animal Care Center: 1. No soils are to be imported to the site without City Engineer’s approval. 2. Consider water reuse for irrigating sodded areas. 3. All bordering trees on properties next to the project must be fenced off with orange fence. Perimeter control should extend out the driplines of trees to be saved ion the site. 4. A stormwater pond maintenance plan and agreement must be signed with the City. Rain guardian cleanout’s should be a part of the plan. Environmental Lino Lakes Public Safety Police Division Memorandum TO: Director John Swenson FROM: Sergeant Curt Boehme DATE: August 6, 2019 RE: Otter Lake Animal Care Center Addition – CPTED Review Director Swenson, I have reviewed the site plans for a proposed addition at the Otter Lake Animal Care Center located at 6848 Otter Lake Dr for public safety concerns. The following are my findings. Summary: The site plan proposes the construction of an approximate 2,800 square foot addition to the existing building. The new building would be a total of approximately 5,700 square feet. The plans include the addition of a larger waiting area, expanded treatment and surgery rooms, and separate exam rooms. There will also be a larger onsite pharmacy. The structure will consist of stone/brick, wood siding and a metal roof. The parking lot will be expanded from 15 parking stalls to accommodate 37 vehicles. Recommendations: The building currently has an alarm system, but no camera surveillance system. The expansion of the pharmacy creates the potential for theft or burglary resulting in the loss of controlled substances. I recommend interior and exterior cameras be added to the building. I also recommend keycard access be added to the building. Keycard access will allow the building supervisor to deactivate cards when employees are terminated. Keycard access could also be used to control access to portions of the building and log keycard activity. The site plan includes a photometric plan which appears to show adequate lighting for the parking lots, the entrance and the west side of the building. The schematic does not appear to show any lighting fixtures or lighting coverage on the south side and northeast corner of the building. I would recommend motion activated or other lighting fixture be added to these area. If the above mentioned items are discussed, there does not appear to be any public safety concerns that would prevent the project from moving forward. 8/8/2019 1 a7 Site Plan Worksheet-Otter Lake Animal Care Center SITE PLAN REVIEW WORKSHEET PROJECT: Otter Lake Animal Care Center DATE: July 12, 2019 REVISED: Planning & Zoning Board Date:August 14, 2019 City Council Date:September 9, 2019 All comments addressed. ZONING/LAND USE NOTES: Zoning District LI Light Industrial Future Land Use Plan Industrial Sewered or Unsewered Lot Sewered CUP required?Yes Comprehensive Plan Amendment?No Rezoning required?No Variance required?No Required Proposed Lot size (acre)1 acre 1.51 acres?Applicant to verify lot size outside road easment. Lot width (ft.)100ft 203 ft 8/8/2019 2 a7 Site Plan Worksheet-Otter Lake Animal Care Center Setbacks-Street Required Proposed Principal Building-Local Street NA NA Principal Building-Collector/Arterial Street 50 ft 80 ft Parking Lot 15 ft 3 ft The proposed northwest parking in the existing lot stall be omitted. Setbacks-North Side Required Proposed Principal Building 10 ft 86 ft Accessory Building 10 ft 145 ft Parking Lot 5 ft 13 ft Setbacks-South Side Required Proposed Principal Building 10 ft 28 ft Accessory Building 10 ft 51 ft Parking Lot 5 ft 27 ft Setbacks-Rear Required Proposed Principal Building 15 ft 109 ft Accessory Building 10 ft 44 ft Parking Lot 5 ft 5 ft Required Proposed From Residential District NA NA Between Principal Buildings NA NA Required Proposed Building Height 45' max 23' 6'' 8/8/2019 3 a7 Site Plan Worksheet-Otter Lake Animal Care Center Shoreland district?No OHWL?NA Impervious surface restrictions Required Proposed 75%61% GENERAL PROVISIONS Conforming use Yes Conforming structure Yes Buildable area Yes Building Type and Construction Industrial All sides of the principal and accessory structures are to have essentially the same or a coordinated harmonious finish treatment Yes Accessory structure is existing. Stucco or EIFS shall constitute no more than 30% of the primary, front building elevation.Yes Stucco = 22.6% of facade West elevation materials Stucco or EIFS shall constitute no more than 60% of any side or rear elevation. Yes Stucco = 46.2% North, 20.8% East, 5.3% South Stucco or EIFS shall not extend closer than three (3) feet to the ground plane.Yes Stucco is 3-6 ft above ground plane Buildings shall have a well-defined base, middle and top. Yes 8/8/2019 4 a7 Site Plan Worksheet-Otter Lake Animal Care Center Earth tone colors of exterior materials shall be required. Yes Stucco = light brown, siding = light brown, doors = light brown, brick, wood slats = light b 10% of the building facade may contain contrasting colors. Contrasting colors shall be those colors not defined as earth tones.NA Outside storage NA Mechanical equipment screened ???Applicant to verify location of mechanical equipment Accessory buildings or structures Required Proposed Number of structures NA 1 existing There are 2 existing accessory sheds. One will be removed and 1 will remain. Size NA 50 sf Refuse and recyclable materials enclosure Yes North side of addition, 6ft in height, 8/8/2019 5 a7 Site Plan Worksheet-Otter Lake Animal Care Center Outdoor lighting 1.0 ft candle allowance onto right of way TBD Property lines shall be clearly shown on photometric plan 0.4 ft candle allowance onto adjacent prop.TBD Property lines shall be clearly shown on photometric plan Hooded lights Yes Required Proposed Height 30ft max.25 ft Location Required Proposed Street ROW 10 ft 15 ft Side or rear 5 ft 10-20 ft Smoke, Dust, Odors, Noise Minimal Typical construction activities. Sewage Disposal (on-site)NA Waste material Yes Typical construction waste material will be properly disposed of. Bulk storage (liquid)No Radiation emission No Electrical emission No Exterior storage No No exterior storage allowed 8/8/2019 6 a7 Site Plan Worksheet-Otter Lake Animal Care Center LANDSCAPING Canopy Cover Standards Vehicular Hardscape (sf) x Canopy Cover Percent = Required Minimum Canopy Cover (sf) 9,147 VH (sf)x 40%=3,659 Min. Canopy Cover (sf) 5,450 Proposed Canopy Cover (sf) 1,791 OVER/UNDER REQUIREMENTS (sf) Foundation Landscape Standards LF of Building Per Code Required Proposed Over (+) / Foundation Landscaping Standards not met (Large)(Large)(Large)Short (-) Location Total LF Per 100 LF Trees Shrubs Trees Shrubs Trees Shrubs Trees Shrubs Front (Otter Lake)90 1 2 6 2 6 1 4 -1 -2 8/8/2019 7 a7 Site Plan Worksheet-Otter Lake Animal Care Center Open Areas Landscape Standards Per Code Required Proposed Open Area (Large)(Large)(Large) Total SF Per 2,000 SF Trees Shrubs Trees Shrubs Trees Shrubs 7,894 4 1 3 4 12 4 12 Buffer and Screen Standards Required Proposed Height and Material Btn parking lot and public ROW 30" height NA-parking lot is existing along Otter Lake Road Btn residential uses and arterial/collector 6 feet NA Btn adjacent less intense, residential uses 6 feet NA Btn loading/service area and public view 6 feet NA Outdoor Storage Yards 8 feet Double row w/ triangular spacing NA Combination of large, medium and/or small trees along screen NA Berms shall be irrigated, 3:1 slope, 4" topsoil NA Permanent walls shall be offset NA Wall/fence materials Yes Boulevard Tree Standards NA Bouleard trees not required for industrial properties. Irrigation Yes Environmental Coordinator reviewed and approved. NA-outdoor storage is not allowed Existing 8' wood privacy fence, new proposed 6' chainlink fence 8/8/2019 8 a7 Site Plan Worksheet-Otter Lake Animal Care Center Tree Preservation & Mitigation Standards Tree survey Yes Tree preservation plan NA Trees removed from the basic use area do not require mitigation or replacement. Performance security required NA Fences NA Parking Required Proposed Angle of parking 90 90 Stall Width & Length 9' x 18'9' x 18'36 - 9' x 18' standard stalls, 2 - 8' x 18' ADA stalls Curb length per car 9' 0''9' 0'' Stall Depth Wall to Aisle 18' 0"NA Stall Depth Interlock to Aisle 18' 0"18' 0'' Aisle Width One Way 24' 0"NA Aisle Width Two Way 24' 0"24' 0" Curb cut access 30 feet from intersection NA curb cut is existing Curb cut access 40 feet from one another NA Curb cut and driveway 5 feet from side yard Yes existing curb cut is 25 feet from south lot line 8/8/2019 9 a7 Site Plan Worksheet-Otter Lake Animal Care Center Required Proposed Curb cut width 36 ft max.24 ft curb cut is existing Grade elevation 5%NA curb cut is existing Striping 4" wide 4"4" Continuous concrete perimeter curb barrier Yes Six (6)+ stalls adjacent to street or residential requires berm, wall or fence NA Parking lot landscaping NA parking lot is on north side of building Six (6)+ stalls requires landscaping NA parking lot is on north side of building Commercial uses with 50+ stalls require islands NA 38 new stalls proposed Required Proposed # stall requirements 37 38 The northwest parking stall shall be omitted and numbers revised to 37 proposed. # handicap stall requirements 2 2 8/8/2019 10 a7 Site Plan Worksheet-Otter Lake Animal Care Center SPECIAL REVIEW REGULATIONS Shoreland District No Floodplain District No RCWD or VLAWMO?RCWD Town Center Design & Development Guide NA Industrial Park Covenants NA Signage Permit required A Sign Permit Application is required for any new monument or wall signs. EAW/AUAR COMPLIANCE Does an EAW/AUAR exist?Yes In 2005 and updated in 2015, an AUAR was completed which included this parcel Is an EAW/AUAR required?No Is project in compliance?Yes The proposed vet hospital is industrial and consistent with the AUAR land use scenarios Does EAU/AUAR need to be revised?No 8/8/2019 11 a7 Site Plan Worksheet-Otter Lake Animal Care Center ADDITIONAL NOTES All conditions of veterinary hospital CUP shall be met. Canopy Cover VH=Vehicle Hardscape Edge Insert # of Trees in Green Sections Planting Location Interior parking lot islands 0' < 7' of VH 7'-12' from VH TOTAL VALUE (SF) Assigned Canopy Coverage Value 100%50%25% SF of Canopy Coverage Assigned to each tree a. Large Tree 950 600 300 ENTER # OF TREES 1 7 1 Value=950 4,200 300 5,450 b. Large Tree in island of 3 or more trees ENTER # OF TREES 0 0 Value=0 0 0 0 c. Medium Tree ENTER # OF TREES 0 4 0 Value=0 0 0 0 d. Existing Tree (6"-12" dbh)NA ENTER # OF TREES 0 0 NA Value=0 0 NA 0 e. Existing Tree (12+" dbh)NA ENTER # OF TREES 0 0 NA Value=0 0 NA 0 TOTAL CANOPY COVERAGE =5,450 Foundation Landscape Insert Data LF of Building Per Code Required Proposed Over (+) / (Large)(Large)(Large)Short (-) Location Total LF Per 100 LF Trees Shrubs Trees Shrubs Trees Shrubs Trees Shrubs Front (Otter Lake)90 1 2 6 2 6 1 4 -1 -2 Public/Private Drive NA #VALUE!#############REF!#REF!#REF!#REF! Proposed FRONT (Otter Lake)Small Medium Large TOTAL LARGE Substitute: Trees 1 1 Large Tree = 1.5 Medium or 2 Small Trees Equates to # Large Trees 0 0 1 1 1 Large Shrubs = 1.5 Medium or 3 Small Shrubs Shrubs 0 6 0 Equates to # Large Shrubs 0 4 0 4 ARCHITECT BDH+YOUNG 7001 FRANCE AVENUE SOUTH SUITE 200 EDINA, MN 55435 JEFF GEARS EMAIL: JGEARS@BDHYOUNG.COM PHONE: 952-345-8322 GENERAL CONTRACTOR / OWNER REPRESENTATIVE SCOTT BUILD 12 DIVISION STREET BUFFALO, MN 55313 RICK SCOTT EMAIL: RICKSCOTT@SCOTTBUILD.COM PHONE: 763-684-0000 CIVIL ENGINEER LOUCKS 7200 HEMLOCK LANE, SUITE 300 MAPLE GROVE, MN 55369 JON DONOVAN EMAIL:JDONOVAN@LOUCKSINC.COM PHONE: 763-496-6724 CONTACT LIST MECHANICAL / ELECTRICAL / PLUMBING - DESIGN BUILD LOCATION MAP N SITEOTTER LAKE ROAD35E 35E Project Information Issue Record © bdh+young Sheet Title Sheet Information Job Code Drawn By Reviewed By Date Printed Name Signature Lic #Date N O T F O R C O N S T R U C T IO N I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of DescriptionDateNo. 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com 12 Division St. Buffalo, Minnesota 55313 763-684-0000 www.scottbuild.com D:\2019 Revit Local\A19_Otter Lake Animal Care Center_nordlinga.rvt2019-07-08 11:48:00AMOTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 T0.1 01486 MINNESOTA JEFFREY GEARS 2019-06-10 50937 TITLE SHEET MN TK 6848 OTTER LAKE RD, HUGO, MN 55038 OTTER LAKE ANIMAL CARE CENTER SHEET INDEX NO NAME ARCHITECTURAL Space Plan EXT01 EXTERIOR DESIGN TITLE 0.0 - GENERAL T0.1 TITLE SHEET CIVIL C0-0 CERTIFIED SURVEY C0-1 EASEMENT SKETCH AND DESCRIPTION C1-1 EXISTING COND C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & EROSION CONTROL C4-1 UTILITY C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS CIVIL L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS ARCHITECTURAL PRELIMINARY PZ-01 PRELIMINARY FLOOR PLAN PZ-02 PRELIMINARY ELEVATIONS MECHANICAL FP-1 FIRE PROTECTION SYSTEM ELECTRICAL E1 SITE PLAN - PHOTOMETRICS ALTERNATES #DESCRIPTION OMNVJMSJNM `fqv=pr_jfppflk OMNVJMTJMU `fqv=obpr_jfppflk N89°26'40"W 325.00 N00°16'47"W 203.00N89°26'40"W 325.00N00°16'47"W 203.00Project Information © bdh+young Sheet Title Sheet Information Job Code Drawn By Reviewed By DateD:\2017 Revit Local\A17_01070_St Croix Animal Friends_fiihrk.rvt2019-02-06 10:00:44AMOTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD. HUGO, MN 55038 01486 2019-06-07 LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 18615 Issue Record DescriptionDateNo. 12 Division St. Buffalo, Minnesota 55313 763-684-0000 www.scottbuild.com Printed Name Signature Lic #Date Jonathan J. Donovan - PE 07/08/2019 44613 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota CITY SUBMITTAL06/10/191 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com NOT F O R CON S T R U C TI O N CITY SUBMITTAL07/08/192 N SCALE IN FEET 0 20 40 C1.1 EXISTING CONDITIONS ZBM/MDC TDG WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM CERTIFICATE OF SURVEY PREPARED BY E. G. RUD & SONS, DATED JULY 1st, 2019. LEGEND REMOVE EXISTING BITUMINOUS PAVEMENT-TYP REMOVE EXISTING CURB & GUTTER-TYP REMOVE EXISTING SANITARY SERVICE. SEE UTILITY PLAN FOR NEW LOCATION REMOVE EXISTING BUILDING REMOVE EXISTING PAVEMENT STRIPING-TYP REMOVE EXISTING CURB & GUTTER-TYP REMOVE EXISTING BITUMINOUS PAVEMENT-TYP REMOVE EXISTING FENCE REMOVE EXISTING CONCRETE-TYP REMOVE EXISTING WELL. COORDINATE W/LOCAL GOVERNING JURISDICTION REMOVE EXISTING CONCRETE-TYP REMOVE & REPLACE CLEANOUT REMOVE & REPLACE CLEANOUT REMOVE CLEANOUT REMOVE EXISTING WATER SERVICE. SEE UTILITY PLAN FOR NEW LOCATION REMOVE BITUMINOUS PAVEMENT. COORDINATE W/CITY. REMOVE BITUMINOUS TRAIL REMOVE & REPLACE STORM SEWER AS NEEDED FOR UTILITY DEMO. & INSTALLATION REMOVE EX. CURB & GUTTER PROTECT EX. SANITARY SEWER Project Information © bdh+young Sheet Title Sheet Information Job Code Drawn By Reviewed By DateD:\2017 Revit Local\A17_01070_St Croix Animal Friends_fiihrk.rvt2019-02-06 10:00:44AMOTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD. HUGO, MN 55038 01486 2019-06-07 LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 18615 Issue Record DescriptionDateNo. 12 Division St. Buffalo, Minnesota 55313 763-684-0000 www.scottbuild.com Printed Name Signature Lic #Date Jonathan J. Donovan - PE 07/08/2019 44613 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota CITY SUBMITTAL06/10/191 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com NOT F O R CON S T R U C TI O N CITY SUBMITTAL07/08/192 N SCALE IN FEET 0 20 40 C1.2 DEMOLITION PLAN ZBM/MDC TDG WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING DEMOLITION LEGEND: 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 2.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 3. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO GRADING & EROSION CONTROL PLAN FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. 4.CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE GRADING & EROSION CONTROL PLAN. 5.CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. SITE DEMOLITION NOTES LEGEND NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM CERTIFICATE OF SURVEY PREPARED BY E. G. RUD & SONS, DATED JULY 1st, 2019. (3)-EXISTING COVERED 2,850 SF BUILDING ADDITION ADA PARKING SIGN TYP-SEE DETAILTYPICAL ADA PARKING SEE DETAIL CONCRETE SIDEWALK TYP-SEE DETAIL 8 8 11 11 18.0'26.1'18.0'24.0'5.0'18.0'24.0'18.0'8.0'B612 CURB & GUTTER TYP-SEE DETAIL MATCH EXISTING FENCE CONCRETE SIDEWALK TYP-SEE DETAIL RE-STRIPE EXISTING PARKING LOTMATCH EX. CURB MATCH EX. SIDEWALK R 3' R 3' R 3' R 27' R 1'R 18' R 42' R 18' R 42' R 3' R 3' R 3' R 3' 9.0'9.0'8.0'8.5'1.6'CONCRETE STOOP. SEE ARCHITECTURAL AND/OR STRUCTURAL. MATCH EX. SIDEWALK ADA NO PARKING ACCESS AISLE SIGN-SEE DETAIL 8' TAPER FLAT CURB 8' TAPER CONCRETE STAIRS W/HANDRAIL 2 RISERS. SEE DETAIL EXISTING POND NWL-908.85 HWL-910.27 3' TAPER 3' TAPER CONCRETE PAVEMENT SEE ARCH. FOR TRASH ENCLOSURE SCREENING LIGHT DUTY BITUMINOUS PAVEMENT-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT-SEE DETAIL RAIN GARDIAN-SEE DETAIL RAIN GARDIAN-SEE DETAIL 4.0'5.0'PATCH BITUMINOUS PER CITY STANDARD DETAIL REPLACE CURB & GUTTER PER CITY STANDARD DETAIL REPLACE BITUMINOUS TRAIL PER CITY STANDARD DETAIL PARKING SETBACK LINE 5.0' CONCRETE STOOP. SEE ARCHITECTURAL AND/OR STRUCTURAL. 50.0' STREET ROW PROPOSED POND EASEMENT BUILDING SETBACK LINE 58.0'45.0'Project Information © bdh+young Sheet Title Sheet Information Job Code Drawn By Reviewed By DateD:\2017 Revit Local\A17_01070_St Croix Animal Friends_fiihrk.rvt2019-02-06 10:00:44AMOTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD. HUGO, MN 55038 01486 2019-06-07 LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 18615 Issue Record DescriptionDateNo. 12 Division St. Buffalo, Minnesota 55313 763-684-0000 www.scottbuild.com Printed Name Signature Lic #Date Jonathan J. Donovan - PE 07/08/2019 44613 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota CITY SUBMITTAL06/10/191 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com NOT F O R CON S T R U C TI O N CITY SUBMITTAL07/08/192 N SCALE IN FEET 0 20 40 C2.1 SITE PLAN ZBM/MDC TDG 73 23 CIVIL LEGENDPAVEMENT TYPES NOTE: SEE PAVEMENT SECTIONS ON SHEET C8.1 FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT PARKING STALLS REQUIRED = 37 STALLS EXISTING BUILDING = 3900 SF PROPOSED BUILDING = 2850 SF TOTAL BUILDING AREA = 6750 SF = 6750 / 200 = 33.75 + 3 STALLS PROPOSED PARKING STALLS PROVIDED = 38 STALLS 36 - 9'X18' STANDARD STALLS 2 - 8'X18' ADA STALLS OFF-STREET PARKING CALCULATIONS PROPOSED ACCESSIBLE PARKING =2 STALLS REQUIRED ACCESSIBLE PARKING = 2 STALLS** **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 26 TO 50 STALLS ACCESSIBLE PARKING SITE NOTES 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. 6.ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED. 7.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. 9.SEE EXISTING CONDITIONS/EG RUDD SURVEY FOR BUILDING SETBACK LINE. SIGNAGE AND STRIPING NOTES 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. 3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT. 4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. 6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7.ALL SIGNS TO BE PLACED 12" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call TOTAL PROPERTY AREA:1.51 AC DISTURBED AREA: 0.80 AC EXISTING IMPERVIOUS AREA:0.304 AC PROPOSED IMPERVIOUS AREA:0.614 AC SITE DATA CONCRETE PAVEMENT NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM CERTIFICATE OF SURVEY PREPARED BY E. G. RUD & SONS, DATED JULY 1st, 2019. 900 910 902 904 906 908 912 9 1 4 910912912912912 912 912 91 0 912 914914912 1.3 % PROPOSED BUILDING ADDITION FFE=915.1 (MATCH EXISTING) 0.8% 0.9%1.5%0.6%1.4%1.2%1.0%1.9% 4.0%1.9%1.9%1.8%2.3% 912.47 912.96 913.16 HP 913.76 912.42 913.02 914.15914.15 914.05 911.38 LP 915.10 914.48 914.56 913.29 +/- EX 913.13 912.70 913.78 +/- EX 912.45 912.24 911.91 911.84 911.63 LP 912.72 912.39 HP 914.35 EXISTING POND NWL: 908.85 HWL: 910.29 913.68 +/- EX TWO STEPS @ 4.5" 911.90 LP FFE=915.1 1.7%914.05 912.92 TC 913.66 TC 913.46 TC 913.22 TC 912.97 TC 914.28 TC 913.63 TC 911.97 HP 1.0%2.1%34.2%0.9%1.2% 913.40 +/- EX 913.50 +/- EX 913.56 +/- EX 913.68 +/- EX 913.75 +/- EX 913.85 +/- EX 914.64 915.14 TC 915.10 915.00 914.65 914.03 +/- EX 914.60 914.10 914.15 914.49 914.27 914.27 914.34 914.56 1.3% 914.26 0.8% 912.48 912.57 912.70 912.93 +/- EX 1.9% EX. 913.96 3.9% 5.0% 1.9%2.7%1.0%OUTLET SKIMMER STRUCTURE PROTECTION - SEE DETAIL ROCK CONSTRUCTION ENTRANCE (TYP.) INLET PROTECTION (TYP.) SILT FENCE (TYP.) EROSION CONTROL BLANKET (TYP.) BIOROLL (TYP.) SILT FENCE AT OUTLET SILT FENCE AT OUTLET OUTLET PROTECTION DURING CONSTRUCTION Project Information © bdh+young Sheet Title Sheet Information Job Code Drawn By Reviewed By DateD:\2017 Revit Local\A17_01070_St Croix Animal Friends_fiihrk.rvt2019-02-06 10:00:44AMOTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD. HUGO, MN 55038 01486 2019-06-07 LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 18615 Issue Record DescriptionDateNo. 12 Division St. Buffalo, Minnesota 55313 763-684-0000 www.scottbuild.com Printed Name Signature Lic #Date Jonathan J. Donovan - PE 07/08/2019 44613 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota CITY SUBMITTAL06/10/191 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com NOT F O R CON S T R U C TI O N CITY SUBMITTAL07/08/192 N SCALE IN FEET 0 20 40 C3.1 GRADING & EROSION CONTROL PLAN ZBM/MDC TDG 73 23 CIVIL LEGEND WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call GRADING, DRAINAGE & EROSION CONTROL NOTES 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.ALL ACCESSIBLE SIDEWALKS SHALL NOT EXCEED 5% RUNNING SLOPE OR 2% CROSS SLOPE. 3.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 4.BIO ROLLS, INLET PROTECTION, AND ALL OTHER SEDIMENT CONTROL DEVICES SHALL BE INSTALLED BEFORE ANY UPGRADIENT, LAND-DISTURBING ACTIVITIES BEGIN AND MUST STAY IN PLACE UNTIL PERMANENT COVER IS ESTABLISHED. 5.REFER TO THE PRELIMINARY GEOTECHNICAL REPORT (REPORT NO. B12812420), DATED JANUARY 11, 2019, AS PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 6.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 7.DUST MUST BE ADEQUATELY CONTROLLED. 8.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CANNOT BE PLACED IN THE NATURAL BUFFER AREA, SURFACE WATERS, OR STORMWATER CONVEYANCE SYSTEMS. BIO ROLLS TO BE INSTALLED ON DOWN GRADIENT PERIMETER OF SOIL STOCKPILES. 9.SEE UTILITY PLAN FOR STORM SEWER AND SANITARY SEWER INFORMATION. 10.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. INLET PROTECTION EROSION CONTROL LEGEND BIO ROLLS EROSION CONTROL BLANKET SILT FENCE ROCK CONSTRUCTION ENTRANCE NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM CERTIFICATE OF SURVEY PREPARED BY E. G. RUD & SONS, DATED JULY 1st, 2019. NOTE: CONTRACTOR TO ACQUIRE GRADING EASEMENT WITH ADJACENT PROPERTY FOR GRADING OUTSIDE OF PROPERTY. 44444EXISTING POND NWL: 908.85 HWL: 910.29 2,850 SF BUILDING ADDITION 126 LF - 6" DIP COMBINED WATER SERVICE 4" CLEANOUT RIM: 813.5 FIELD VERIFY INVERT ELEVATION 28 LF - 6" PVC SANITARY SERVICE @ 1.1% MIN. 78 LF - 6" PVC SANITARY SERVICE @ 1.1% MIN. CONNECT TO EXISTING 16" WATERMAIN W/ WET TAP AND VALVE COORDINATE W/ CITY 4" CLEANOUT RIM: 912.05 CONNECT TO EX. 6" SAN SERVICE FIELD VERIFY INVERT ELEVATION OUTLET SKIMMER STRUCTURE PROTECTION - SEE DETAIL RAIN GUARDIAN 1 RIM: 810.96 INV: 810.38 90 + 11.25 BEND 45 BEND 22.5 BEND STORM CROSSING, NO JOINT 10' EITHER SIDE OF THE WATER LINE ST INV: 908.25 SAN. CROSSING SAN INV: 891.80 TOP: 893.75 24 LF - 6" DIP COMBINED WATER SERVICE CONNECT TO EX. SAN. SERVICE (FIELD VERIFY EX. SIZE, INVERT & LOCATION) COMBINED FIRE & DOMESTIC WATER SERVICE STUB (COORDINATE W/ MECHANICAL FOR SIZE, INVERT & LOCATION) 56 LF - 6" DIP COMBINED WATER SERVICE RAIN GUARDIAN 2 RIM: 811.21 INV: 810.63 Project Information © bdh+young Sheet Title Sheet Information Job Code Drawn By Reviewed By DateD:\2017 Revit Local\A17_01070_St Croix Animal Friends_fiihrk.rvt2019-02-06 10:00:44AMOTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD. HUGO, MN 55038 01486 2019-06-07 LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 18615 Issue Record DescriptionDateNo. 12 Division St. Buffalo, Minnesota 55313 763-684-0000 www.scottbuild.com Printed Name Signature Lic #Date Jonathan J. Donovan - PE 07/08/2019 44613 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota CITY SUBMITTAL06/10/191 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com NOT F O R CON S T R U C TI O N CITY SUBMITTAL07/08/192 N SCALE IN FEET 0 20 40 C4.1 UTILITY PLAN ZBM/MDC TDG 73 23 CIVIL LEGEND WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATERMAIN AND ALL UTILITIES UNLESS OTHERWISE NOTED. 6.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8.PROPOSED PIPE MATERIALS: SANITARY SEWER PVC SDR 35 4" DIAMETER WATERMAIN DUCTILE IRON PIPE 6" DIAMETER 9.ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE 4" PVC SDR 35. 10.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, CHAPTER 4714. 11.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, CHAPTER 4714). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 12.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, CHAPTER 4714: a.PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. b.PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. c.ALL FITTINGS MUST COMPLY WITH ASTM D3212. d.WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM CERTIFICATE OF SURVEY PREPARED BY E. G. RUD & SONS, DATED JULY 1st, 2019. PROPOSED BUILDING ADDITION FFE=915.1 (MATCH EXISTING) EXISTING POND NWL: 908.85 HWL: 910.29 TWO STEPS @ 4.5" FFE=915.1 2,850 SF BUILDING ADDITION X X X X XXXX X 1 AB 1 AB 1 AB 1 AB 1 AB 4 SSC X 3 SNS 3 SNS 3 FG6 SD 6 SD 3 FG 1 QB 1 QB 1 QB 1 QB 6 AD 6 AD X 3 SSG 5 SSG 6" EXISTING COTTONWOOD 8" EXISTING COTTONWOOD30" EXISTING COTTONWOOD 12" EXISTING COTTONWOOD 6" EXISTING COTTONWOOD3" EXISTING CRAB 6" EXISTING ASH 12' EXISTING CEDAR 6" EXISTING COTTONWOOD 14" EXISTING LINDEN 30" EXISTING MAPLE 8" EXISTING BOXELDER 4 TRUNKS 16" EXISTING WILLOW 10" EXISTING RUSSIAN OLIVE 12" EXISTING WILLOW DYING 20" EXISTING BOXELDER 12' EXISTING CEDAR (4) 12' EXISTING CEDARS 30" EXISTING COTTONWOOD 8" EXISTING BOXELDER 6" EXISTING BOXELDER SOD (TYP.) SOD (TYP.) DECIDUOUS TREES CODE QTY COMMON NAME BOTANICAL NAME CONT SIZE AB 5 AUTUMN BLAZE MAPLE Acer freemanii `Autumn Blaze`B & B 2.5"Cal QB 4 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal ORNAMENTAL TREES CODE QTY COMMON NAME BOTANICAL NAME CONT SIZE SSC 4 SPRING SNOW CRABAPPLE Malus x `Spring Snow`B & B 1.5"Cal SHRUBS CODE QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING AD 12 ARCTIC FIRE DOGWOOD Cornus sericea `Artic Fire`5 gal 24" HGT 48" o.c. SNS 6 SNOWMOUND SPIREA Spirea nipponica `Snowmound`5 gal 24" HGT 48" o.c. GRASSES CODE QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING FG 6 FEATHER REED GRASS Calamagrostis x acutiflora `Karl Foerster`1 gal 30" o.c. SSG 8 SHENANDOAH SWITCH GRASS Panicum virgatum `Shenendoah`1 gal 36" o.c. PERENNIALS CODE QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING SD 12 STELLA D` ORO DAYLILY Hemerocallis x `Stella de Oro`1 gal 18" o.c. GROUND COVERS CODE COMMON NAME BOTANICAL NAME SOD TURF SOD PLANT SCHEDULE X X Project Information © bdh+young Sheet Title Sheet Information Job Code Drawn By Reviewed By DateD:\2017 Revit Local\A17_01070_St Croix Animal Friends_fiihrk.rvt2019-02-06 10:00:44AMOTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD. HUGO, MN 55038 01486 2019-06-07 LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 18615 Issue Record DescriptionDateNo. 12 Division St. Buffalo, Minnesota 55313 763-684-0000 www.scottbuild.com Printed Name Signature Lic #Date Chad E. Feigum - PLA 07/08/2019 46508 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the state of Minnesota CITY SUBMITTAL06/10/191 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com NOT F O R CON S T R U C TI O N CITY SUBMITTAL07/08/192 N SCALE IN FEET 0 20 40 L1.1 LANDSCAPE & TREE PRESERVATION PLAN CEF CEF/TDG WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM CERTIFICATE OF SURVEY PREPARED BY E. G. RUD & SONS, DATED MAY 17th, 2019. GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. REFER TO LANDSCAPE DETAILS SHEET L2-1 FOR PLANTING DETAILS, IRRIGATION NOTES, AND PLANTING NOTES. LANDSCAPE DATA: * ALL REQUIREMENTS ARE BASED ON ONLY THE NEW BUILDING ADDITION AND AREA ADJACENT TO THE PROPOSED ADDITION AREA. PAVEMENT INCLUDED THE NEW DRIVE AISLE AND PARKING LOT. CANOPY COVER STANDARDS: CITY REQUIREMENTS:3,659 S.F. (9,147 S.F. x 40% = 3,659 S.F.) (VEHICULAR HARDSCAPE x CANOPY COVER % = REQUIRED CANOPY COVER) PROVIDED:3,850 S.F. LARGE TREES -3,350 S.F. SMALL TREES - 500 S.F. FOUNDATION LANDSCAPE STANDARDS: CITY REQUIREMENTS:2 LARGE TREES & 12 LARGE SHRUBS (164 L.F. / 100 L.F. = 1.6 LARGE TREES & 12 LARGE SHRUBS) (BUILDING L.F. / 100 L.F. = REQUIRED LARGE TREES & LARGE SHRUBS) PROVIDED:4 SMALL TREES (2 LARGE TREES) 6 MEDIUM SHRUBS (4 LARGE SHRUBS) 26 SMALL SHRUBS (8.6 LARGE SHRUBS) OPEN SPACE LANDSCAPE STANDARDS: CITY REQUIREMENTS:4 LARGE TREES & 12 LARGE SHRUBS (7,894 S.F. / 2,000 S.F. = 3.9 TREES & 11.7 SHRUBS) (1 LARGE TREE PER 2,000 S.F. & 3 LARGE SHRUBS PER 2,000 S.F.) PROVIDED:4 LARGE TREES 12 LARGE SHRUBS BUFFER AND SCREEN STANDARDS: CITY REQUIREMENTS:NONE (EXISTING PARKING LOT DOES NOT REQUIRE SCREENING) PROVIDED:NONE SOD AND GROUNDCOVER STANDARDS: CITY REQUIREMENTS:SEED OR SOD ALL AREAS NOT OTHERWISE IMPROVED PROVIDED:REFER TO LANDSCAPE PLAN EXISTING CONIFEROUS TREE EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE REMOVED EXISTING DECIDUOUS TREE REMOVED TREE LEGEND 9' - 0"ACT19' - 0"ACT19' - 0"ACT19' - 0"ACT19' - 0"ACT19' - 0"ACT19' - 0"GYP19' - 0"ACT1TREATMENTSURGERYEXAMEXAMEXAMEXAMVESTIBULESTORAGE9' - 0"GYP19' - 0"GYP1OFFICEOPENOFFICE /LOUNGERESTROOM············CONTRACT WITH:SUMMITCompaniesFire Life Safety Consulting Mechanical UP DN EXAM EXAM EXAM SURGERY XRAY TREATMENT DOG WAITING CAT WAITING RECEPTION EXAM 8' x 9' 8' x 10' 8' x 8' 15' x 12' 8' x 8' 15' x 7' 12' x 20' 30' x 20' EXAM 9' x 15' DOG WARD 6' x 7' CAT WARD 5'-6" x 6'-6" EXISTING KENNELS 8' x 7' VESTIBULE 7' x 8' MECH LABSCALE8' x 10' EXAM STORAGE MECH ADDITION 58' - 4" EXISTING 31' - 7"ADDITION45' - 2"EXISTING44' - 9"EXISTING 91' - 9"EXISTING44' - 9"ADDITION45' - 2"10' - 4" 17' - 6" 7' - 8"89' - 11"13' x 9' OPEN OFFICE / LOUNGE RESTROOM OPEN TO BELOW OPTIONAL ADDITIONAL OFFICE SPACE OPEN TO BELOW 6'-6" x 12' OFFICE N D:\2019 Revit Local\A19_Otter Lake Animal Care Center_nordlinga.rvt2019-07-08 8:35:57 AM OTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 PZ-01 PRELIMINARY FLOOR PLAN 01486 1/8" = 1'-0" SPACE PLAN - LEVEL 011 1/8" = 1'-0" SPACE PLAN - LEVEL 022 EXISTING BUILDING 4,016 S.F. PROPOSED ADDITION 2,714 S.F. TOTAL 6,730 S.F. CITY REVIEW - 2019-06-10 CITY RESUBMISSION - 2019-07-09 LEVEL 01 100' - 0" ROOF 123' - 6" LEVEL 02 111' - 0" T.O. BRICK 106' - 6" B.O. EAVES 112' - 10" EXISTINGNEW NEW STANDING SEAM METAL ROOF COLORED PRECAST SILL BRICK ALUMINUM DOORSSTUCO LIGHT BROWN EXISTING PIERS TO REMAIN COLORED PRECAST SILL NEW BRICK VINYL CLAD WINDOWS NEW STANDING SEAM METAL ROOF NEW CEMENTIONS BOARD SIDING - LIGHT BROWN LIGHT FIXTURE RECESSED LIGHT FIXTURES IN SOFFIT ROOF 123' - 6" LEVEL 02 111' - 0" T.O. BRICK 106' - 6" B.O. EAVES 112' - 10" NEW STANDING SEAM METAL ROOF COLORED PRECAST SILL BRICK STUCO VINYL CLAD WINDOWSEXISTING NEW PAINT EXISTING METAL SIDING - LIGHT BROWN LEVEL 01 100' - 0" ROOF 123' - 6" LEVEL 02 111' - 0" T.O. BRICK 106' - 6" B.O. EAVES 112' - 10" NEW STANDING SEAM METAL ROOF COLORED PRECAST SILL BRICK STUCO - LIGHT BROWN VINYL CLAD WINDOWS NEW STANDING SEAM METAL ROOF EXISTING NEW PAINT EXISTING METAL SIDING & DOORS - LIGHT BROWN LIGHT FIXTURE LEVEL 01 100' - 0" ROOF 123' - 6" LEVEL 02 111' - 0" T.O. BRICK 106' - 6" EXISTINGNEW COLORED PRECAST SILL BRICK STUCO NEW STANDING SEAM METAL ROOF PAINT EXISTING METAL SIDING - LIGHT BROWN 106' - 0" HORIZONTALLY TREATED WOOD SLATS PAINTED LIGHT BROWN 4" DIA STEEL BOLLARD PAINTED YELLOW GATE W/ VERTICAL WOOD SLATS PAINTED LIGHT BROWN 106' - 0" HORIZONTALLY TREATED WOOD SLATS PAINTED LIGHT BROWN GATE W/ VERTICAL WOOD SLATS PAINTED LIGHT BROWN N D:\2019 Revit Local\A19_Otter Lake Animal Care Center_nordlinga.rvt2019-07-08 8:36:04 AM OTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 PZ-02 PRELIMINARY ELEVATIONS 01486 1/8" = 1'-0" PRELIMINARY ELEVATION - WEST1 1/8" = 1'-0" PRELIMINARY ELEVATION - NORTH2 1/8" = 1'-0" PRELIMINARY ELEVATION - EAST3 1/8" = 1'-0" PRELIMINARY ELEVATION - SOUTH4 WEST ELEVATION MATERIALS TOTAL S.F. OF WEST FACADE:1,283 S.F. STUCCO 290 S.F.22.6% GLASS / DOORS 263 S.F. 20.5% BRICK / PRECAST SILLS 363 S.F. 28.3% EXISTING STONE 67 S.F. 5.2% MATERIAL S.F.% OF FACADE NORTH ELEVATION MATERIALS TOTAL S.F. OF NORTH FACADE: 1,393 S.F. STUCCO 643 S.F. 46.2% GLASS / DOORS 201 S.F. 14.4% BRICK / PRECAST SILLS 297 S.F. 21.3% EXISTING SIDING 252 S.F. 18.1% MATERIAL S.F. % OF FACADE SOUTH ELEVATION MATERIALS TOTAL S.F. OF SOUTH FACADE:919 S.F. STUCCO 50 S.F. 5.3% GLASS / DOORS 55 S.F. 5.9% BRICK / PRECAST SILLS 46 S.F. 5.0% EXISTING SIDING 768 S.F. 83.8% MATERIAL S.F. % OF FACADE EAST ELEVATION MATERIALS TOTAL S.F. OF EAST FACADE: 1,205 S.F. STUCCO 252 S.F. 20.8% GLASS / DOORS 78 S.F. 6.5% BRICK / PRECAST SILLS 279 S.F. 23.2% EXISTING SIDING 596 S.F. 49.5% MATERIAL S.F. % OF FACADE CITY REVIEW - 2019-06-10 CITY RESUBMISSION - 2019-07-09 SIDING 300 S.F. 23.4% 3/8" = 1'-0" PRELIMINARY ELEVATION - TRASH5 3/8" = 1'-0" PRELIMINARY ELEVATION - TRASH SIDE6