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HomeMy WebLinkAbout04/05/2018 EDAC PacketCITY OF LINO LAKES ECONOMIC DEVELOPMENT ADVISORY COMMITTEE MEETING Thursday, April 5, 2018 8:00 A.M. Community Room AGENDA CALL TO ORDER AND ROLL CALL A. Appoint Chair and Vice Chair 2. APPROVAL OF MINUTES. February 8, 2018 minutes 3. DISCUSSION ITEMS A. Comprehensive Plan Update B. Project Updates 4. ADJOURN CITY OF LINO LAKES ECONOMIC DEVELOPMENT ADVISORY COMMITTEE MINUTES DATE: February 8, 2017 MEMBERS PRESENT: Jim Schueller, Nathan Vojtech, Chad Wagner, Thomas Colgan, Patrick Kohler, Don Johnson MEMBERS ABSENT: Michael Ruhland, Julie Schwartz OTHERS PRESENT: Mike Grochala, Mara Strand, Kathy Laur APPROVAL OF MINUTES It was moved by Mr. Kohler to approve the minutes from December 7, 2017. The motion was seconded by Mr. Vojtech and passed unanimously. DISCUSSION ITEMS A. Comprehensive Plan Update Mr. Grochala presented Chapter 5: Economic Development of the 2040 Comprehensive Plan. He also provided an overview of the recently completed "Economic Development Business Recruitment Roadmap" prepared by Ady Advantage for Conexus Energy. The Study included a broad range of research and survey information across Anoka County leading to compilation of a county wide action plan. Specific findings of the report include: • The perception of Anoka County is that it's rural, something the County is trying to change. • Target Industry Analysis recommended targeting light manufacturing, heavy manufacturing, distribution and tracking, data centers and back office operations such as medical services and call centers. • Clearwater Creek Business Park received positive reviews in the site analysis component. Staff noted that the will continue work with Anoka County and Conexus as part of the City's implementation of the Economic Development Plan. Board members stated that the City was in a good position for economic development and that the Main Street/35E corridor held a lot of promise. Mr. Grochala stated that the draft Comprehensive Plan will be going to the Planning and Zoning in early March, open house in April, public hearing in May B. Year End Review 2017 Mr. Grochala reviewed Economic Development activities that had taken place in the past year. These included: • Review and amendment of the City's Incentive policy • City sold land to the American Legion for a parking lot. • 133 new residential permits were issued. The city anticipates that will increase in 2018. C. Project Updates Mr. Grochala provided an overview of current projects. • New commercial building, All Seasons Rental, will be expanding. • Mini mobile moved out of industrial park. • Anoka County is proposing to pave Otter Lake Road from J to Cedar Street in 2018. West Shadow Lake and LaMotte will have work done this year. • City Council will be considering preparation of plans for extending utilities to the 49 and CR J area. • A daycare center submitted a land use application for 49Birch Street. ADJOURNMENT The meeting was adjourned at 9:09 AM. ECONOMIC DEVELOPMENT ADVISORY COMMITTEE AGENDA ITEM 3A STAFF ORIGINATOR: Michael Grochala EDAC MEETING DATE: April 5, 2018 TOPIC: Comprehensive Plan Update BACKGROUND Landform, the City's Planning Consultant, has completed the draft plan for public review and consideration by the City Council. A Comprehensive Plan Open House is scheduled for April 3, 2018 at City Hall from 6:00 to 8:00 p.m. The draft plan can be found on the City's Website under 2040 Comprehensive Plan. The City Council raised some concerns regarding the mixed use land use designation at its March 2, 2018 meeting. The Mixed Use District is intended to allow for a mix of residential, retail and office uses. This district was first established in the 2020 Comprehensive adopted in 2001. There are 12 proposed mixed use areas. They are typically located in gateway locations or along high volume transportation corridors. The mixed use districts allows for our highest residential density range of 8-15 units per acre (10-24 in the Woods Edge development). The Council is planning on additional discussion regarding these districts with the possibility of eliminating them. Any proposed changes will be brought back for review by the advisory boards. ATTACHMENTS 1. 2030 Land Use Plan with Mixed Use highlighted 2. 2040 Land Use Plan with Mixed Use highlighted 3. Mixed Use District excerpts 14 ,1I00/ 35E nn� Rim mum, 11m oil! m! Ell is ZONE m E Nam — us .01 on _IJill :IV OR �iip�11D,0�p::ni::21e ��♦v �i0ao:nP1 vP�' �J����►! 7 / ������ Rim ■ R .A.4 LIZAEF 2040 COMP PLAN 2040 C O M P P LA N least every 10 years as part of the Comprehensive Plan Update. Therefore a Allowing for higher density on suitable areas of a site will increase the portion of Urban Reserve could be staged for urban development in another financial feasibility of preserving sensitive areas, and allow for more creative 10 years. An Urban Reserve allows Lino Lakes to study the rate of growth site plans that incorporate natural areas into the site planning process. over the next 10 years and better understand the type of land use and rate of Standards for development in environmentally sensitive areas will require growth that will occur in this area. Residential Land Uses Residential uses will account for approximately 30% of the total 2040 developed land area (net of wetlands and water) in Lino Lakes in 2040. Detailed descriptions of each residential land use category are included below, along with the rationale for locating these uses. Low Density Residential The city's predominant future residential land use is low density residential. The 2040 Land Use Plan identifies xx acres of low density residential, or xx% of the total land area (net of wetlands and water bodies). This land use category provides for housing at densities of 1.6 to 3.9 units per net acre that is served by municipal sewer and water service. Efforts were made to locate these areas to avoid conflict with more intense land uses, including commercial and industrial areas, high density housing, and high traffic volume roadways. Low impact development will be required in accordance with the Resource Management Plan in environmentally sensitive areas within the Low Density Residential designation. Medium Density Residential The city's 2040 Land Use Plan identifies xx net acres for medium density residential development, or xx% of the city's total land area (net of wetlands and water bodies). This land use category will accommodate medium density residential development at densities of 4.0 to 5.9 units per net acre served by municipal sewer and water. These areas can serve as a transition between lower and higher intensity uses. Development in these areas should consider neighboring uses, and efforts should be made to provide for smooth transitions between medium and low density areas. Several medium density residential areas were also located on sites with environmentally sensitive areas. This provides for increased flexibility for development in these areas. CITY OF LNOLAKES additional environmental protection measures to reduce stormwater runoff and other environmental impacts of more intense development, as defined in the Resource Management System Plan. High Density Residential The 2040 Land Use Plan identifies xx net acres of high density residential uses, or xx% of the city's total land area (net of wetlands and water bodies). The purpose of this land use category is to accommodate residential development at a density of 6.0 to 10.0 units per acre served by municipal sewer and water. These areas can also serve as a transition between lower and higher intensity uses, such as commercial areas or higher volume roadways. As with medium density residential areas, several high density areas were identified to provide for development flexibility in environmentally sensitive areas. Mixed Use The Land Use Plan identifies xx net acres for mixed use development, which accounts for xx% of the city's total land area (net of wetlands and water bodies). This use is intended to allow for a mix of residential, retail, and office uses. Development may be mixed vertically, consisting of main floor commercial space with office or housing units located above, or development may be mixed horizontally on a particular site. Each mixed use area is unique, and will be planned to be compatible with the surrounding land uses. Mixed use areas shall be designed to incorporate more compact development and promote pedestrian activity. These projects will support pedestrian El DRAFT Mar02-18 Lino Lakes Comprehensive Plan Update for review only Chapter 3: Land Use 3-9 activity through pedestrian friendly design, and by providing connections to existing and future pedestrian and transit facilities. These future mixed use areas have the opportunity to become the city's gathering space and the design may incorporate public spaces and amenities. Architecture and landscaping are important aspects of mixed use developments, as this type of development is typically oriented to accommodate both pedestrians and vehicles. By providing walkable mixed use areas, stress on the transportation gateways into the city. Design and landscape standards will be developed for these areas to ensure that development is attractive and promotes a positive community image. This addresses the community's goal to promote a unified community identity and its related strategy to create and strengthen the appearance of the city's gateways. The mix of commercial and residential uses will vary for each site, as will the system is reduced. Mixed use areas can also provide a "sense of place" within residential density, as shown below in Table 3-4. It is important to note that Lino Lakes by creating active and attractive developments with opportunities the information provided in the table is preliminary, and is intended to serve for interaction through successful design and site layout. Mixed use areas address the city's goals for affordable and lifecycle housing, because the majority of mixed use sites incorporate residential areas at densities of eight units per acre or more. Mixing residential and commercial uses in these areas will increase convenient access to retail opportunities, and especially serve the needs of senior and lower income residents who may reside in these areas. The most successful mixed use area developed in Lino Lakes is the Legacy at Woods Edge development, located at the southeast quadrant of I-35W and Lake Drive. The area includes the city hall complex, YMCA, commercial development and rental and owner -occupied housing serving seniors and other age groups, in a pedestrian -friendly environment with access to major open spaces. While the residential portion of this development is largely complete, some commercial sites remain to be developed and will be guided by the master plan for the area. While the role of this area is unique, it serves as an example of the quality and vibrancy that is encouraged for the mixed use development areas. The plan identifies twelve mixed use sites. Many of these vibrant developments along major roadways or key intersections and will serve as CITY OF LNOLAKES as a guide for future decision -making. As plans for specific mixed use areas are refined, suggested density, total units, and the residential/commercial split may be revised. To best serve the community's changing needs, flexibility in these areas is essential. However, developments with a single land use will only be allowed where specifically permitted in the table. In all other mixed use areas, a single land use development will require a comprehensive plan amendment from mixed use to the appropriate land use. Lino Lakes Master Plan Town Center DRAFT Mar02-18 Lino Lakes Comprehensive Plan Update for review only Chapter 3: Land Use 3-10 Table 3-4. Mixed Use Site Characteristics and Planning Guidance Approximate Approximate Planning Land Area Utility Residential/ District Mixed Use Area (Acres) Staging Plan Commercial Split 1 Hodgson Road (CSAH 49) & County Road 36 1A 50/50 J (Ash Street) 2 Robinson Farm / Main Street & 2nd Avenue 29 1A / 2A 75/25 2 Lake Drive / Main Street 23 1A 75/25 2 Lake Drive and Vicky Lane 5 1A 75/25 2 Lake Drive / 77th Avenue 3 1A 75/25 C I TAQJ�[; UINKE Density Range (units/acre) Mixed Use Vision 0 The area shall be developed consistent with the vision of "The "Hodgson Road & CR J Master Planning Study" that was approved by the City Council in 2007. 0 The plan establishes a general land use design, but does not mandate the exact site layout or specific uses of individual parcels. 8 to 15 0 The design of individual development projects must accommodate the infrastructure needs for the larger study area. 0 Future amendments of the Plan may be appropriate to address evolving community needs and regulatory requirements. Chapter 5, Economic Development, identifies this as an opportunity area and further describes the master plan. This area is envisioned as a development node at a future, full -access intersection on Main Street. This area offers the opportunity for large scale planning that can include environmental resource 8 to 15 management that would not be possible with piecemeal development. The site may include a wide variety of housing and commercial uses. Higher intensity uses would be created closer to the intersection and the higher traffic roads. 0 This area includes the northwest and southeast corners of the intersection of two arterial roads. This intersection should be the focus of a special planning study to establish a master plan for development and redevelopment. 8 to 15 0 The goal of the study would be a plan to facilitate economically viable redevelopment, needed transportation improvements, and sound access management. 0 Single land use (e.g. all residential or all commercial) developments may be considered within this mixed use area. This area comprises one vacant parcel of approximately five acres. Access to Lake Drive is a concern. 8 to 15 The site could serve as a good site for multi -family residences. Existing residences all around this site will be an important planning consideration. Single land use (e.g. all residential or all commercial) developments may be considered within this mixed use area. 8 to 15 This site has been fully developed for senior housing. DRAFT Mar02-18 Lino Lakes Comprehensive Plan Update for review only Chapter 3: Land Use 3-11 Table 3-4. Mixed Use Site Characteristics and Planning Guidance Approximate Approximate Planning Land Area Utility Residential/ Density Range District Mixed Use Area (Acres) Staging Plan Commercial Split (units/acre) Mixed Use Vision • This area is a mixture of commercial, medium and high density residential, and public land uses in an attractive and cohesive design. City hall, a YMCA, and a community green emphasize the 2 Lino Lakes Town Center I Legacy at Woods 66 1A 50/50 10 to 24 community focus. Edge Development will comply with the adopted "Design and Development Guide" • Chapter 5, Economic Development, identifies this as an opportunity area and further describes the plan. • This site on the east side of Lake Drive is suitable for continued commercial use, with the possibility of higher density residential uses in the southern and eastern parts of the site. 2 Waldoch Farms 37 2B 80/20 8 to 15 • Access on Lake Drive will be limited to a single location. • Single land use (e.g. all residential or all commercial) developments may be considered within this mixed use area. • This site may be developed for higher density housing as well as complementary commercial uses. • The future development of the southeast corner as the city's recreation complex will increase demand for some neighborhood or community scale commercial uses near the large park. 3 Centerville Road / Birch Street 40 2A 80/20 8 to 15 • Proper access management at this intersection of two county roads calls for careful consideration of driveway locations. • There is the expectation that there will be many pedestrians and bicyclists in the area of the athletic complex, many of them children. • Wetlands, a county ditch, and floodplain are additional development considerations. • A mix of both commercial and residential uses are allowed on this site, with no less than 2/3 of the residential areas reserved for low density residential development. • A master planned residential community with a mix of residential types including 706 single family Watermark Site (formerly known as Hard- lots and 165 townhome units totaling 871 housing units has been approved on the site. wood Creek), One Quarter Mile North of • The site will incorporate significant open space and water features. 3 Main Street, between 1-35E and CSAH 21 372 1 A / 1 B 80/20 3 to 4.5 • This site is included in the 1-35E Corridor Alternative Urban Areawide Review (AUAR) environmental (201h Avenue) analysis. Development must comply with the mitigation plan that forms a part of the AUAR, which includes the Conservation Development Framework as the fundamental precept for all development within the AUAR area. • Single land use (e.g. all residential or all commercial) developments may be considered within this mixed use area. C I TAQJ�[; UINKE DRAFT Mar02-18 Lino Lakes Comprehensive Plan Update for review only Chapter 3: Land Use 3-12 Table 3-4. Mixed Use Site Characteristics and Planning Guidance Approximate Approximate Planning Land Area Utility Residential/ Density Range District Mixed Use Area (Acres) Staging Plan Commercial Split (units/acre) Mixed Use Vision • The site is expected to develop as an extension of the mixed use multi -family and commercial development south of the municipal boundary, in the City of North Oaks. • Commercial development in White Bear Township fronts County Road J (Ash Street) all the way to Centerville Road / County Road J (Ash 4 24 1A the freeway. 60/40 8 to 15 • Sanitary sewer service will be through a joint powers agreement with White Bear Township. Street) Municipal water will be provided from White Bear Township into the future until development progresses far enough north to allow connection to the Lino Lakes system. • Any development design must include careful consideration to water quality and potential impacts on Wilkinson Lake, a small Natural Environment Lake. • The mixed use classification allows flexibility to allow some residential use, particularly in the northern portion of the site where development is limited by an extensive wetland complex occupying more than a third of the property. • The wetlands, which will be incorporated into the city's greenway system, will be an amenity for new housing as well as a good transition to planned industrial uses to the north. • The southwestern part of the site, which has greater visibility and fewer development constraints, may be developed for uses compatible with the business campus area to the south. 5 Winter Property 139 1A 50/50 4 to 5.9 • A master plan for the site should demonstrate compatibility among uses and an integrated pedestrian network that encourages residents and workers to access the greenway and creates opportunities to walk to work and to businesses offering goods and services in the surrounding areas. • This site is included in the 1-35E Corridor Alternative Urban Areawide Review (AUAR) environmental analysis. Development must comply with the mitigation plan that forms a part of the AUAR, which includes the Conservation Development Framework as the fundamental precept for all development within the AUAR area. • This is intended to allow uses compatible with the future development of the area to the north and 5 80'h Street West of 135-E and south of 90 3 50/50 8 to 15 east as a Business Campus district, which is tied to future freeway interchanges. Hardwood Creek • This site is included in the 1-35E Corridor Alternative Urban Areawide Review (AUAR) environmental analysis. CITY' OF LNC ES DRAFT Mar02-18 Lino Lakes Comprehensive Plan Update for review only Chapter 3: Land Use 3-13 ECONOMIC DEVELOPMENT ADVISORY COMMITTEE AGENDA ITEM 3B STAFF ORIGINATOR: Michael Grochala, Community Development Director EDAC MEETING DATE: April 5, 2018 REQUEST: Project Updates Background A number of new commercial projects are going through the review process. Distinctive Elements. The applicant, Distinctive Elements & Tile Design, LLC, plans to purchase the vacant 0.82-acre lot on Apollo Drive for the purpose of constructing a 3,024-sq. ft. tile storage area and workshop. The family owned and operated tile installation business has been serving Lino Lakes and the surrounding areas for the last six years. The applicant states that the business has grown, and so they need a shop and supply warehouse for installation supplies and an office area for potential client meetings and business office purposes. The shop is a family owned business, and they currently have no employees except for the family members. The current plan for growth is limited to 1-2 additional employees. Love to Grow On The applicant proposes to construct a 14,405 sf childcare center at the southeast corner of CSAH 34 (Birch Street) and CSAH 49 (Hodgson Road). The facility has 13,027 sf of useable space and a 1,378 sf interior courtyard. The facility has 3 designated outdoor play spaces. As detailed in the applicant's narrative, Love to Grow On is committed to non-traditional play space that incorporates natural elements and experiences with nature. The building is intentionally oriented on the site with the building fagade facing the northwest to maximize the opportunity to create these outdoor play spaces. Main Street Shoppes The applicant is proposing to construct a 9,000 sf commercial retail building on Lot 1, Main Street Shoppes 2nd Addition. The property is located immediately east of McDonalds east of 35E. No tenants have been identified at this time. Construction will start this summer. Attachments 1. Distinctive Elements Site Plan 2. Love to Grow On 3. Main Street Shoppes Site Plan ----� - - - - 906 - - - - - OWNER DEVELOPER �908 - \ - - -907 _ - - - - - - C _ G9o� � Pat Bland - - - - - Distinctive Elements Tile & Design ►�, °Ua o Wooded Area - - - � _ / / -906- _ 485 Birch Street ^ 907 _ g _Lij 9045 Lino Lakes, MN 55014 .�;. 908.7 _ _ X 9os.s sos Draina a an �,.� � ^ sx _KING sEreacK SITE DATA P:763-234-9924 E Z CIL 906.95 ' 90 .30 906.95 -i -i -� - / -10' BLDG SETBACK 906.50 sos.,o _ _ 905.90 s06.0o / MH Email: distinctiveElements@live.com v • I MATC Top 905.85 / Site Area = 35,962 S.F. (0.83 ACRES) o W Q �o Inv. 883.05 ' 90 40 907 90 90�j�� 904 Existing Impervious Area = 0 S.F. ITRASH ENCLOSURE Proposed Impervious Area = 11,880 S.F. CIVIL ENGINEER 907.10 906.60 907.30 906.70 64 905.50 °° �� / p Nicholas P. Adam, P.E. 0., d i08.1 907.20 907.4 906.60 906.15 / g°5,g r h / Future Impervious Area = 3,230 S.F. 908.5 sos.o I so7.2 i ' CONCRET VALLEY GUTTER PER CITY REQUIREMENTS Rehder & Associates Inc. ` CO o I r N r 907.40 I C 907.20 7" / r C9- ' 3440 Federal Dr., Suite 110Ct --�.-� �� CURB OPENING so5.s I 907.60907_96� I ' 906.25 04 Eagan, MN 55122 'moo Q . °0 • 904.9 ' P:651-452-5051 W , / II 906.60 906.5 906.75 Email: nadamC�rehder.com �' N o z FUTURE II I / CHANGE CASTING TO NEENAH R-3349-A / N SHOWROOM RAIN so4.,5 b so7.so �' OR EQUAL (CONFIRM TYPE WITH CITY) U � �; W O so7.ss so7.ss so7.ss so7.ss PRE-TREATMENT CHAMBE I% B3°� '' one^Too 904.81 i 1� �11 ♦�Il � . 1 ♦ t`� ♦��1� �♦11 /1♦� 11♦�♦1/1��♦1 ,1���11�♦�♦1� �♦v�1��1,;1♦r�I I�j�� - �� ��i � � I I i w i 11� I♦ ♦ �1-♦ ♦1♦;�- C- �♦ �1 I��I�i1♦ 11i :. ���♦u g11♦�♦A►U7s�_�e.� ��� ♦Ij�1��1 ♦�� ♦♦1 rA4 ♦-. ���� • ♦ ♦1 ♦♦ ,7�pA♦�1���♦�.U♦jam ♦ U. a.. • / / 5( 905.1 GV / • x / Q / x • / /S ` 0e 14611 90 .10000, TCH 905.0/ EXISTING WATER / LATE AS REQUIRED WATER SERVICE STUB °Z/ CECT TO IS7G SANITARY SEWER STUB / / 905.5 STRUCTURE OVER 1RM SEWER STUB / i Top 907.09 / Inv. 882.75 / / GRADING NOTES 1❑ - All elevations shown are to final surfaces. EROSION CONTROL NOTES O1 - Sweep paved public streets as necessary where construction sediment has been deposited. O2 - Each area disturbed by construction shall be restored per the specifications within 14 days after the construction activity in that portion of the site has temporarily or permanently ceased. O3 - Temporary soil stockpiles must have silt fence around them and cannot be placed in surface waters, including storm water conveyances such as curb and gutter systems, or conduits and ditches. ® - Excess concrete/water from concrete trucks shall be disposed of in portable washout concrete basin or disposed of in a contained area. UTILITY NOTES O- All sewer services to extend to a point 5' from proposed building. 0 -Bring water main into proposed building and cap at the floor. 3O - Verify all service locations and inverts with mechanical engineer before construction. O- All watermain to have a minimum of 7.5' of cover. INFILTRATION BASIN NOTES A. Grading and construction of the rain gardens shall not begin until all construction in the contributing drainage area has been completed and the site is stabilized. B. Grading shall be done using low -impact earthmoving equipment to prevent compaction of underlying soils. Small tracked dozers and bobcats are recommended. C. Excavate the rain garden to the specified depth. All sub -material below the specified elevation shall be left undisturbed. D. In the event that sediment is introduced into the rain garden following excavation, this material will need to be removed prior to finishing the construction process. E. The site shall be free from all weeds and invasive plant species. LEGEND ® PROPOSED CONTROL STRUCTURE •= PROPOSED GATE VALVE / PROPOSED FLARED END 00 PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN 0 PROPOSED CONCRETE PROPOSED STD. DUTY BITUMINOUS ,05o PROPOSED CONTOUR • 1023.54 PROPOSED ELEVATION SILT FENCE '- INLET PROTECTION DEVICE EC BLANKET MNDOT CAT. 3P-2S STRAW • BOUNDARY/ROW/BLOCK LINE EASEMENT BUILDING/PARKING SETBACK LINE O SOIL BORING ------- DRAINAGE ARROW W EXISTING WATERMAIN S EXISTING SANITARY SEWER ST EXISTING STORM SEWER 980 EXISTING CONTOUR x 995.50 EXISTING ELEVATION 0 10 20 40 Scale in Feet 00 I N i N 0 CO z LL.I O p U z �w z J � og�g W 0 0 zJ ^ � J W QC) z _� > U U U z z (21 f- Q Cn 60 1 SHEET NUMBER C1 0) 0 z 0 Q c� O 00 z w w z c� z W W z Q U 0 J U w Q Eo �z N � O 00 00 o / N W �> Q') / LEGEND B612 CONCRETE CURB EXISTING BITUMINOUS PAVEMENT AND GUTTER PER MN/DOT STANDARD PLATE 7100 (TYP.) CONCRETE WALK 2.9 CY CLASS III PROPOSED TIPOUT CURB PER 2 C2 RIPRAP OVER 18 SY BIRCH STREET (COUNTY ROAD 34) TYPE IV GEOTEXTILE SILT FENCE PER CITY DETAIL GEN-16 FILTER DRAINAGE ARROW _ J- -890- _ T-892.0 - -Bg/_ T-897.3 ,B--892.0 '� B-892.3 T-BUR _ - T-BUR - - - _ - _ / T-Bu%\ / gg/_ , d'q� T-897.7 _ T-BUR 8 b- - - _894 _ _ - 89S\ \ INLET PROTECTION DEVICE 0 P- H P -OH - -OH / \ -8 4.6 93_ - _ - �; d° -OH P-OH P-01-� P-OH P-OH P-OH P-OH P ai'i�EEEC-" P-0 ��'t POOH 31GNAL - ELEC.-w- / RI�� / ', - J \�L%i T-XXX.X TOP OF RETAINING WALL ELEVATION CONTROL O P- R / -.L - / ELEC. MH _ _ - - - _ _ \ B-XXX.X GROUND ELEVATION AT BOTTOM OF RETAINING WALL _15-BUR P-BUR - P-Il}R -- E-B�JF - -- P-BUR P-BUR P-BUR\ P-BURE BOX ® IIRISEg----- -/ - D - xxx.xx GUTTER LINE ELEVATION I /�� rn ��TC= TOP OF CURB ELEVATION c� / > / w - - GL= XXX.XX I � � � 9 896.88 2�� � 89 .88 ��� � � � � - ,I, i I ii BLDG= / / 8 9 / 1 �� -� �� GROUND ELEVATION AT BUILDING / / I T-897.3 �I L �'„ ;;; I xxx.xx / 94 / « < B-895.0 '� I {� colvC= I ,l - - - - - L /l Ill�� xxx.xx CONCRETE ELEVATION I II �0)�C/ 94 / G/L= 96.85 -- GL= INFILTRATION BASIN 1 �--, L 896.85 919 GL-11 95 BOTTOM_893.00 897.20 HWL=894.45 I ` I - - GL=897.19 - - - - - - - - - � A I I \ I I iii iii I / CONC-_ GL=897.24 GL= I iii i II GENERAL NOTES: I / / 898.37 GL-89765 897 78 I I co ;;; 1. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. 1� - / / I GL=897.71 GL= I I I I I ) iii iii 2. DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OF 0) I - I GL= 897.11 / I I \ \ I ► �;; ROUGH GRADING. p / I ° .04 1 897.65 ^ I I iii 3. STREET SWEEPING MUST BE PERFORMED DAILY IF SEDIMENT IS GL=897.83 898.04 \ GL-_ n 1 T-897.6 I I I I� I iii iii 9 / \ �.897.87 B-894.0 00 I iii iii I TRACKED OUTSIDE THE CONSTRUCTION LIMITS OR ONTO ANY CITY �- I / �' �Sg` colvc- d ° GL7*01 \STREETS. 1 //d�898.80 d _4. THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS /�,� _ \ _ I III �I p I I 1 ( ► I a ST-2 � � �IT- L= O� - - ICI III (INCLUDING STOCKPILES). STABILIZATION MUST BE INITIATED I °' 897.8 \ GL- \ T-897.8 I iii iii IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY I i I I 898.51 \ I 2.9 CY CLASS III 897.74 B-894.0 CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY o I I / ,� �� \ RIPRAP OVER 18 SY I I iii J III I CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME 'Cr I " I / ` TYPE IV GEOTEXTILE p I I I / ST-1 d I RETAINING FILTER 6 / I I ��� ;;; FOR A PERIOD EXCEEDING SEVEN CALENDAR DAYS. STABILIZATION � I I �/ ` BIT- \ \ 0 I F- Z I 1 cv I Tc-898.78 898.51 GL \ \ \ WALL ® - I I I a MUST BE COMPLETED NO LATER THAN SEVEN CALENDAR DAYS O i 1 00 °' °' GL=898.28 - °' 896.98 GL= g2� T 898.1 I F- III AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE � I / � �� - -_ - - �897 90 � B-894.0 00 I I iii YO SITE HAS TEMPORARILY OR PERMANENTLY CEASED. O I I / / ° TC 898.78 \ GL= \� v`��� \ /I II I I iii iii I 5. SEE SHEET C8 FOR THE UTILITY AND PAVING PLAN. I / / GL=898.78 - 897.09 - I I II I I I' = I n I _ BIT= �c - _ iii III 6. CONTRACTOR SHALL DETERMINE A LOCATION FOR CONCRETE AND 897.96 - - \ , _ "' iii OTHER WASHOUT WASTE. A SIGN SHALL BE INSTALLED ADJACENT T-896.4 it, TC=898.78 \ ` GL= II BIT- V , - // hi B-896.4 ;i; TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO GL=898.78 897.32 I `�" 897.70 _ �� iii UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE I 1 I CONC= / �=898.$ ° a � GL=897.6`I / AND OTHER WASTES. 898.80 GL- G2REFERENCE NOTES:897.2_ GL=895.98coNc= ° ) GL= O INSTALL INLET PROTEC TION DEVICES PER 1 AND 2 AT ALL898.40 896.88 GL-897.15 (MATCH COURTYARD 896.85 g > / / / �\ 1 EXISTING) II' CATCH BASINS THAT MAY RECEIVE STORMWATER RUNOFF FROM BLD = / / /�=897.60 / 7 _ ) GL=895.96 THE SITE. I I I I n 1 / < GL=898.28 GL 897.6 ° ° 1 GL=895.78 iii 4 2.1 CY CLASS III / I I 1 I / =897.88 "- - ° - _ ° I S ( CONSTRUCT INFILTRATION BASIN PER C2 . ONLY LOW PRESSURE RIPRAP OVER 15 SY I 1 IG .ETC=898.5 GL=819 .38 ° _ - - ` SEE I TYPE EQUIPMENT SHALL BE ALLOWED WITHIN THE FOOTPRINT OF TYPE IV GEOTEXTILE I / I 898.02 =GL O I� I < I FILTER I d - P NOT 07 _ ,,, THE INFILTRATION BASIN. 6 I/ / 7 I ST-4 TC=897.72 a CONC= GL=897.72I / / �- - _ `� / R V (3 PRIOR TO IMPORTING OR EXPORTING MATERIAL FROM THE SITE, = a ,� / CONTRACTOR SHALL CONSTRUCT A ROCK CONSTRUCTION Y I I l i 898.80 CONC= °I / / T-897.3��,�97 « ENTRANCE PER CITY DETAIL GEN-17. 1 I I a ONC� / / / i B-892.5 9 �� I 4 RETAINING WALL SHALL BE DESIGNED BY A LICENSED ENGINEER. FINISHED FLOOR ONC=898.00 97.7 1 T-897 ST-3 / ELEVATION=898.9 BLDG=897.50 11 .6 GL=895.77 T-897.6 B-893.0 RETAINING (MATCH - ; ;' 05 CONSTRUCT INFILTRATION BASIN PER C2 ONLY LOW PRESSURE SEE I� 1 B-893.2 WALL ® T-896.0 EXISTING) v TYPE EQUIPMENT SHALL BE ALLOWED WITHIN THE FOOTPRINT OF CO N I / d NOTE ® CONC=897.88 B-896.0 THE INFILTRATION BASIN. I00 l 9 BLDG=897.00 / J T-897.8 2.9 CY CLASS III l © CONSTRUCT RIPRAP PER CITY DETAIL STR-7. / n / / - I / / l B 895.3 RIPRAP OVER 18 SY ,' �7 PRIOR TO CONSTRUCTION, VERIFY THAT THIS CURB DRAINS TO I I � a _ a- / TYPE IV GEOTEXTILE I THE EXISTING CATCH BASIN. / / FILTER 6 I I 1 CONC= d d ° ° - -896- - /J / I O ROCK l s ® DROP FOOTING OF TRASH ENCLOSURE BASED ON PROPOSED I 1 I 898.80 Q T-898.0 // T-$97J7 I / / A ° B-898.0 �� / BT 896.2 CONSTRUCTION GRADES. CONC= ° ° / / ENTRANCE(3) l 0 CONSTRUCT INFILTRATION BASIN PER 6 . ONLY LOW PRESSURE J 1 T-897.0 898.56 ° ° V _ 42 ° d B-897.0 ° a ° 996J / �/ I TYPE EQUIPMENT SHALL BE ALLOWED WITHIN THE FOOTPRINT OF g 9 / /% _j / I THE INFILTRATION BASIN. C y I CONC= 94 I I I T-898.3 898.56 CONC- I I I I B-896.0 898.80 - - - - - - // / / I I � - - 894- /- / � / /- v I AI j rn --894-- - _ ---893- I -oo _ _ - CP I 0UT�ET_C0NTR0L -Sg2 --891------ �- oI I I SxRUCTU E _ -BgA o D- -- _ - --890--- 17��--890 - RETAINING - - - - - INFILTRATION BASIN 3 90 / WALL 0 4 T-898.2 T-898.3 BOTTOM=893.40 B-892.0 B-894.9 HWL=894.02 I I/ // I I ► �/ / LOT SUMMARY TOTAL AREA= 79,981 S.F. I I_ _ DISTURBED AREA= 73,723 S.F. INFILTRATION BASIN 2 05 EXISTING IMPERVIOUS AREA= 0 S.F. 20 0 20 40 BOTTOM=893.10 PROPOSED IMPERVIOUS AREA= 38,810 S.F. A _ i HWL=894.03 / SCALE IN FEET DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: GRADING, DRAINAGE AND SHEET 2 8 18 PLAN REVISIONS PER RCWD AND CITY REVIEW prepared by me or under my direct supervision and that I TAE Hakanson Anderson 2 13 18 REVISED BOTTOM ELEVATION FOR INFILTRATION BASINS 2 AND 3 am a duly Licensed Professional Engineer under the laws C7 of the State of Min ta. DRAWN BY: Civil Engineers and Land Surveyors LINO LAKES CHILDCARE EROSION CONTROL PLAN of Er TAE 3601 Thurston Ave., Anoka, Minnesota 55303 11MOMY A. (ZIUMS CHECKED BY: 763-427-5860 FAX 763-427-0520 C8 Date A13Z18 Lic. No. 43362 CJJ www.hakanson-anderson.com CITY OF LINO LAKES, MINNESOTA SHEETS 3748.04 \ > CP; I CB--_ __ RE=917.1 15"RCP->> IE=913.8 _ CB- RE=917.3 II I E = 912.9 °o\ \\ I I i� ono �= I U I - I LC) I > _ ,� 8"PVC < SSMH 918.85 898.03 5"IRCP ->> C RE=918. IE=91 4. II II I II II I � I _ I(Z II II II I II II II - II II II I II II IIv II I II II II II _ II I II II II II II II II IIV II II SSMH _ II RIM=919.0-� IE=896.10 ohe -T o�ie _voh>E - -- ohe <� 24"RC U 0-) 00 _o J _ / / SSMH / RE=920.22 IE=N/A- o C n I \\\,\ CBJ RE=919 IE=913.9 II (I' II II 0 QII O Lr II II II II Ld I Q � Ili -27" FES IE=912.7 -CB RE-917.1 i IE=913.8(NW) i IE=913.1(E) i I i i / CONNECT TO EXISTING 15" RCP STM SWR EX. IE 915.2 (FIELD VERIFY) CONNECT TO EXISTING 8" PVC SAN SWR EX. IE 905.3 -STMH (FIELD VERIFY) i RE=917.7 REMOVE & SALVAGE HYDRANT, GATE E = 913.7 (E) VALVE, & 8" X 6" IE=913.6(S) REDUCER. CONNECTN-9 i I E913.5(W) TO EXISTING 8" DIP WATER MAIN. i (FIELD VERIFY) / - - - - - - - -- -15 " R C << n 8"PVC < n 21'-15" RCP CL.5 ® 1.0% STMH 101 RE 919.02 IC n1G Al 1Gl, mc, 8" STUB IE 906.29 (PLUG END) SALVAGED HYDRANT & GATE VALVE ASSEMBLY. GND. EL. 920.8 SALVAGED 8" X 6" REDUCER 58'-12" PE ® 0.5% CBMH 104 RE 920.23 IE 916.82 156'-12" PE @ 0.5% CB 105 RE 921.43 IE 917.60 45" L '-- 6" - 45- 1 o BENDS j 37'-8" PVC BENDS ------------------ SCH.40 @ 2.0% _____---------------- ohe -ohe e ohe ohe oFie ohe ohe ohe ohe ohe ohe ohe ohe he j25ohe-- ohe - ohe - ohe ---ohe ohe ohe - - - - ------------------- -- -- - - - - -- - -- I- --- ---------`/---------^r}-9T^-y^-------------------------- ---------------------------�------------------ -CB CBS/ n RE=920.8 RE=919.9 n I IE=916.6 MAIN IE=915.7 I IE=914.8 -o rCB RE=920.3 % IE=915.5-------- -- - -- --------_________------- -------- --- ------------------------- -------------------------------- >-- RE=921.1 IE=917.0 CB- RE=921.8 STREET (CSAH 14) IE=917.9 -------------------------- ------------------- < 0 < < 8 PVC PVC , I I , 1 G. RI B 1 \`, l SSMH H' DIP `�CB 8 DIP ------ " `SSMH NOT FIELD LOCATED NOT FIELD LOCATED NOT FIELD LOCATED - - - - - - - - - - - - - - - „ - - - - - i� LEGEND EXISTING PROPOSED PROPERTY LINE -- EASEMENT LINE CURB LINE ___________ BITUMINOUS PAVEMENT F CONCRETE WALK SANITARY SEWER > > STORM SEWER >> >> WATER MAIN OVERHEAD UTILITY ohe MANHOLE H HYDRANT GATE VALVE H CATCH BASIN UTILITY POLE UTILITY PLAN NOTES 1. GOVERNING SPECIFICATIONS: THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION", THE CITY OF LINO LAKES STANDARD SPECIFICATIONS AND DETAIL PLATES, AND THE MINNESOTA PLUMBING CODE. 2. A MINIMUM OF 7.5 FEET OF COVER SHALL BE REQUIRED FOR ALL WATER MAIN. 3. A MINIMUM OF 2 FEET VERTICAL SEPARATION SHALL BE REQUIRED FOR ALL UTILITY CROSSINGS. 4. PUBLIC WORKS DEPARTMENT SHALL BE NOTIFIED A MINIMUM OF 48 HOURS FOR ANY REQUIRED WATER MAIN SHUT DOWNS AND/OR CONNECTIONS. 5. CITY OF LINO LAKES WATER DEPARTMENT SHALL OPERATE ALL VALVES ON PUBLIC OWNED MAINS AND VALVES CONNECTING PRIVATE LINES TO PUBLIC OWNED MAINS. 6. ALL UTILITY TESTING SHALL BE COORDINATED WITH CITY OF LINO LAKES PUBLIC WORKS DEPARTMENT. 7. CATCH BASINS IN THE GUTTER LINE SHALL BE SUMPED 0.17'. ELEVATIONS SHOWN ON THE PLANS REFLECT THE SUMPED ELEVATIONS. * FINAL LOCATION OF SERVICES TO BE VERIFIED WITH ARCHITECTURAL AND MECHANICAL PLANS. STORM SEWER SCHEDULE STRUCTURE NEENAH CASTING or EQUAL TYPE & No. SIZE CB-108 24" X 36" R-3067-V CB-107 24" X 36" R-3067-VB CBMH-106 48" DIA. R-3067-V CB-105 24" X 36" R-3067-VB CBMH-104 48" DIA. R-3067-VB CBMH-103 48" DIA. R-3067-V CBMH-102 48" DIA. R-3067-V STMH-101 48" DIA. R-1733 N 0 15 30 60 ( IN FEET ) BENCHMARKS 1. MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC MONUMENT GSID STATION NUMBER 92399, MNDOT NAME 0282 S. IELEVATION = 931.47 (NAVD 88) ' CALL BEFORE YOU DIG r!1 - Z Q a W (ID 00 m ON 0 (9 0 lfl Ulu Z � .. z W IL Z L Z 0 W CY) J 0 -p � 00 Z W 4-J C Zv) M Z a N C W 0 O 0 = 0 d M Z J (n a W IL a 0 J O F�1 J = to �W V) Ce Z a �aJ Z V) O Z � J a W Ce a a0 C 0 VZ3 ur) N N W j u) FBI L ern ~ � Ce z LU O IL 0 r � ro ra L a�U V3: L M REVISIONS DRAWN BY: JTR DESIGNED BY: JTR ISSUE DATE: 01/05/18 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 Name: Joseph T. Radach, P.E. Signature: Date: 01/05/18 License #: 45889 C4 of 7