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HomeMy WebLinkAbout2003-168 Council ResolutionCity Council Marshan Lake Industrial Park September 22, 2003 CITY OF LINO LAKES RESOLUTION NO. 03-168 RESOLUTION APPROVING THE PRELIMINARY PLAT FOR MARSHAN LAKE INDUSTRIAL PARK WHEREAS, the City has received an application for preliminary plat approval for property currently described to -wit: Exhibit A and WHEREAS, the applicant is proposing to subdivide the property into four parcels describes as: Lots 1 - 4, Block 1, Marshan Lakes Industrial Park ; and WHEREAS, the preliminary plat approval request is based on the following submittals, prepared by Glenn Rehbein Companies, received by the City on September 3, 2003: 1. Preliminary Plat of Marshan Lake Industrial Park 2. Grading, Drainage and Erosion Control Plan 3. Utility Plan 4. Tree Inventory Plan 5. Tree Preservation Plan 6. Berm Landscape Plan WHEREAS, at their meeting on August 13, 2003, the Planning & Zoning Board conducted a public hearing and recommended approval of the preliminary plat subject to the conditions listed in the meeting minutes; and WHERAS, the proposed preliminary plat meets the requirements of the City's zoning ordinance and subdivision ordinance subject to certain conditions of approval NOW, THEREFORE, BE IT RESOLVED that the City Council of Lino Lakes hereby approves the preliminary plat for the Marshan Lakes Industrial Park subject to the following conditions: City Council Marshan Lake Industrial Park September 22, 2003 1. The City shall not make any final decision on the proposed project until such time as a negative declaration on the need for an Environmental Impact Statement (EIS) is made or an EIS is determined adequate. 2. Access control shall be dedicated to Anoka County along Lake Drive. 3. A southbound right turn lane and northbound left turn lane shall be constructed on Lake Drive. All costs of such improvements and any necessary easements and/or right-of-way acquisition shall be the responsibility of the developer. 4. The plat and proposed Lake Drive improvements shall be subject to review and approval from Anoka County. 5. A Rice Creek Watershed District permit shall be obtained prior to commencement of site activities. 6. An ingress/egress easement for maintenance purposes over Lot 2, Block 1 shall be submitted to the City for access to ponding areas. 7. All comments setforth in the City Engineer's memo, dated September 18, 2003, shall be incorporated in the development plans. 8. A revised Tree Preservation Plan shall be submitted identifying methods of tree protection. 9. The developer shall enter into a Development Contract with the City. Passed by the Lino Lakes City Council th. 22nd day of September 2003. ATTEST: Ann Blair, City Clerk 10 City Council Marshan Lake Industrial Park September 22, 2003 Exhibit A Property Description That part of the Northwest Quarter of the Southwest Quarter of Section 17, T.31, R.22, Anoka County, Minnesota lying southeasterly of the southeasterly line of said Highway 35W, except that part Tying southeasterly of the centerline of Highway No. 8, also known as Lake Drive, and except that part of the south 225 feet of said Northwest Quarter of the Southwest Quarter lying westerly of said centerline and easterly of the west 538.56 feet thereof, and except the south 633 feet of the west 538.56 feet of said Northwest Quarter of Southwest Quarter. And that part of the Southwest Quarter of the Northwest Quarter of Section 17, T.31, R.22, Anoka County Minnesota described as beginning at the southeast corner of said Southwest Quarter of Northwest Quarter; thence North 01 degree, 03 minutes, 45 seconds East, assumed bearing, along the east line thereof 540.91 feet; thence South 85 degrees, 17 minutes, 07 seconds West 268.25 feet; thence South 49 degrees, 06 minutes, 45 seconds West 323.15 feet; thence South 39 degrees, 46 minutes, 14 seconds West 93.39 feet; thence South 76 degrees, 30 minutes, 13 seconds West 236.61 feet to the east right-of-way line of Highway No. 35W; thence South 36 degrees, 03 minutes, 52 seconds West along said right-of-way line 194.69 feet to the south line of said Southwest Quarter of Northwest Quarter; thence South 88 degrees, 34 minutes, 42 seconds East along said south line 905.97 feet to the point of beginning. And that part of the Northeast Quarter of the Southeast Quarter of Section 18, T.31, R.22, Anoka County Minnesota described as commencing at the southeast corner of said Northeast Quarter of Southeast Quarter; thence north along the east line thereof 633.01 feet to the point of beginning; thence westerly, angle to right, 90 degrees, 19 minutes, 04 seconds 181.55 feet to the southeast line of said Highway 35 W; thence northeasterly along said line 251.88 feet to the east line of said Northeast Quarter of Southeast Quarter; thence south along said east line 175.46 feet to the point of beginning. All subject to reservations, restrictions, and easements of record. arowrvn iwr--ItOr NO OF MMM PNP NNNNF11-!1 - -i--" — --.NMF$-NwM--N/eNF 1—oouNT-nR[—uO—wW� ,m! In�rIQ ,�u��jpmm©oQa� p�QjC�!�f?7�'��oY maC2F'!Lh■i:.:� ��■�I��I�■��1 0 W s oo �� ©apo a1.�.,�iww,�upjatim 0,► /OEEiam00��� Dtilittriralp gym, �d rpaggpsigeoggs 114vAPVTgirirr 110400411 U 51411 Pgm lc? � iiii�:uIu.Ilmmm.r t wa jisi Al 116111111164.1 oo��,,,�� _►��� a o "�I NORTH, c �ilwro ' iso �d0011F�� .� KES e pLAC 0 LAKES LINO LAKES REHABILITATION CENTER GEORGE MARSHAN LAKE gir, =I.go..... = ®i!• Edo v mg Mum Es a Fr fl an MIMI Ira 5/161 I" Z. =-fir= EMI©.LIp =NMelLill KU zai©+tl avo�C�pe, 2.1:11111111..i. =tint 9is tiow 6 II15(1 Rie.E LAKE RFSHANAU LAKE Memorandum DATE: September 18, 2003 TO: Mike Grochala FROM: James E. Studenski, City Engineer RE: Marshan Lake Industrial Park/Panattoni Development Attached is the TKDA design review memorandum dated September 17, 2003, of the submitted documents for the proposed Marshan Lake Industrial Park/Panattoni Site. The project is in general conformance with the City of Lino Lakes standards. Please contact me at 651/982-2430 with any questions. 600 Town Center Parkway, Lino Lakes, Minnesota 55014-1182 Phone: 651-982-2400 0 Fax: 651-982-2499 ® TDD: 651-982-2410 TKDA i ENGINEERS • ARCHITECTS • PLANNERS MEMORANDUM To: 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101-2140 (651) 292-4400 (651) 292-0083 Fax www,tkda.com fames Studenski, City Engineer Reference: Marshan Lake Industrial Park/ Panattoni Development Copies To: City of Lino Lakes, Minnesota Comm. No. 12701-002 From: Scott A. Brink, P.E. Routing: Date: September 17, 2003 Revised documents for the proposed Panattoni Development have been received. This development was previously reviewed in Memorandums dated August 7, 2003, and August 20, 2003. This updated review is based upon the following additional documents recently received: 1 1. Letter to the City of Lino Lakes dated September 3, 2003 from Glenn Rehbein Companies in response to August 7, 2003 TKDA review. 2. Letter to Polaris Group from Rice Creek Watershed District (RCWD) dated July 1, 2003 regarding wetland delineation work. 3. Storm sewer design tabulation from William McCully dated September 3, 2003. 4. Preliminary Plat of Marshan Lake Industrial Park (11X17), unsigned and undated, received by the City of Lino Lakes September 3, 2003. A full size copy signed and dated September 3, 2003 also received. 5. Site Plan, Grading, Drainage and Erosion Control Plans (11X17, Sheets 1-4), dated July 11, 2003 and revised September 3, 2003 (by Glenn Rehbein Companies, unsigned). Full sized copies, signed September 3, 2003 also received. 6. Detail, Tree Inventory, and Tree Preservation Plans (11X17, Sheets 5-7), dated July 11, 2003 and received by the City of Lino Lakes September 3, 2003 (by Glenn Rehbein Companies). 7. Berm Landscape Plan (11X17, Sheet 1), dated August 29, 2003, received by the City of Lino Lakes September 3, 2003. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity • Panatonni Development Page 2 September 17, 2003 City of Lino Lakes, Minnesota General 1. It is proposed to extend a street section (cul-de-sac) from Lake Drive to service the proposed development. Lake Drive is under the jurisdiction of Anoka County (CSAH 49), and the proposed street connection must be approved by the County. The proposed cul-de-sac serving the site is intended to be a public street. 2. The July 1, 2003 letter to Polaris Group from RCWD states that the wetland delineation has been reviewed and accepted. Some additional ponding areas are proposed to be created as part of the grading plan to provide for stormwater detention. The proposed grading plan will require approval of the Rice Creek Watershed District to confirm requirements for stormwater treatment, stormwater conveyance, appropriate compliance with the Wetland Conservation Act, and mitigation requirements for flood plain filling. The Developer shall provide copies of the permit application and Watershed correspondence. 3. A geotechnical evaluation previously provided reports that the underlying soils are generally sands and silty sands with the water table varying in depth. In general, the evaluation states that the underlying soils are suitable to support the proposed building and infrastructure. However, the evaluation also states that siltier soils should be removed and replaced with drier granular material and compacted accordingly. For pavement areas, the upper 3 feet must be compacted to 100 per cent of standard proctor density. Utility installation will likely require dewatering and some placement of crushed rock where the siltier soils may not provide sufficient bedding. It is recommended that a geotechnical engineer be retained and consulted accordingly through the duration of construction. 4. Landscape Plans (L1, L2, and L1.1) were provided in a previous submittal. In the August 20 review memorandum, it was stated that the plan needed to be adjusted to avoid any plantings over utilities, especially sanitary sewer, water, and storm sewer. Revised landscaping plans must be submitted for further review. 5. The Tree Inventory and Tree Preservation Plans provide number identifications for the many trees on the site. Separate sheets for the tree sizes and types must be provided. 6. Retaining walls are shown at some locations on the site plan. The detail sheet should provide a standard detail for the type of wall and construction. 7. The developer shall be responsible for obtaining an NPDES permit prior to construction (see additional note under Grading and Drainage). 8. A right turn lane on CSAH 49 is proposed for the southbound approach to the site, and a pavement section and length are provided. The length of this turn lane and taper may be shorter than the standard required by Anoka County. The proposed shoulder/turn lane section and length must therefore be approved by Anoka County, and copies of approval correspondence provided. • Panatonni Development Page 3 September 17, 2003 City of Lino Lakes, Minnesota Preliminary Plat 1. The preliminary plat is subject to the review and approval of Anoka County and the Minnesota Department of Transportation. 2. The drainage and utility easement across the northeast portion of Lot 3 must be widened an additional 10 feet to accommodate the extension of sanitary sewer and water across the lot. The easement as presently drawn does include the sanitary sewer and water. However, an additional 10 feet is needed due to the depth of the sewer (over 20 feet), and the resulting trench depth and construction/maintenance space required. Grading Drainage and Erosion Control Plan 1. Because the site area exceeds one acre, the development falls under the new rules requiring an NPDES permit. The developer shall be responsible for the permit application, documentation and enforcement of the penuiit provisions, and full compliance in accordance with MPCA requirements. Silt fence and erosion control measures are provided on the plan. 2. There are various numbers on Sheet 2 referring to grading notes on Sheet 3 that are plotted very Tightly and easy to miss. The numbers should be darkened accordingly for better visibility. 3. The Pavement Design information shown at the bottom of Sheet 2 should refer to the commercial street section on Sheet 3. 4. No additional runoff from the site shall enter upon neighboring properties. If grading requires any work into the adjoining property, the Contractor shall be responsible for obtaining authorization as needed. 5. A pavement section for the parking lot is provided on the plan. However, the site plan identifies some portions of the drive and parking area as heavy pavement. The plan must distinguish between the two and provide a pavement section for both types of pavement (heavy duty and other). 6. Storm sewer flared end inlet and outlet elevations at all ponds must be provided on the grading plan. Drainage Calculations Comments were provided in the August 7 review addressing drainage calculations. Following are additional comments: 1 Emergency overflow locations and elevations for the ponds and infiltration areas have been identified further. The downstream pond (pond furthest north - Pond 1) has an overflow shown at an elevation of 897.0. Grading and overflow locations for the upstream ponds must be verified and shown to assure that any possible downstream blockages or back-ups will not result in overflows that will affect the building or other properties. Panatonni Development Page 4 September 17, 2003 City of Lino Lakes, Minnesota 2. The bottom of the proposed pond furthest upstream (Pond 5) is well below the groundwater level as shown in the geotechnical report. It is recommended that the capacity of the pond be further reviewed. 3. High water elevations for the existing wetlands are not shown. The information submitted does not indicate if the wetland elevations will rise or be impacted by the proposed construction. In addition, the school pond must be modeled for existing and proposed conditions. The existing conditions appear to be correct while the proposed condition must be revised accordingly. 4. The wetland and Pond 5 should be modeled separately (not combined) to determine their respective flood elevations. Per the September 3 response letter from Glenn Rehbein, it is stated that Pond 5 and the wetland are linked with a ditch. However, no such ditch is shown. 5. Storm sewer computations have been provided and are under review. 6. An average of SCS Type A and Type B soils should be used to determine curve numbers for the proposed conditions. 7. The existing condition curve numbers and times of concentration utilized are acceptable. 8. As previously stated, approval of the Rice Creek Watershed District should be attained prior to the City granting final approval. Utility Plan Further utility comments are as follows: 1. At the west side of the property, it intended to connect the watermain to the existing 10 -inch main, either to an existing stub, or wet tap directly to the existing 10 -inch main. In any event, a proposed 12 -inch line will be connecting to an existing 10 -inch line, and the location and type of connection must be identified very clearly. A valve must also be installed at the point of connection. The sanitary sewer proposes connecting to an existing manhole along the west side of the property that is shown connecting to an existing 12 -inch trunk main. This connection must also be labeled and identified clearly on the plan. The manhole and invert must be field verified. 2. Watermain is proposed to be looped around the building. The number and location of fire hydrants sown shall be subject to approval of the City Fire Chief. Note 10 should be revised to state that installation and testing of all sanitary sewer and watermain shall be conducted in accordance with the requirements of the City of Lino Lakes, specifications of the City Engineers Association of Minnesota, the Minnesota Department of Health, and the Minnesota Pollution Control Agency as required. 4. The proposed sanitary sewer and water mains should be shown with a heavier line to distinguish them easier from the existing mains. Panatonni Development Page 5 September 17, 2003 City of Lino Lakes, Minnesota 5. The extension of sanitary sewer and water to the east side of Lake Drive is not being required by the City at this time. However, the sanitary sewer and water main construction shall extend to Lake Drive and terminate at a location on the west side of the roadway (within the Lake Drive right of way). Stubs shall be provided to the north for future connections. A specific location (distance from the edge of Lake Drive) for the terminating point and stubs shall be shown on the plan and approved by Anoka County. 6. The last segment of sewer pipe at the east end of the property is shown as 200 feet in length, but measures slightly longer. The pipe length and resulting upstream invert elevations should be adjusted accordingly. =SE -1 August 7, 2003 3535 Vadnais Center Drive, St. Paul, MN 55110-5196 651.490.2000 651.490.2150 FAX architecture • engineering • environmental • transportation Mr. Mike Grochala Community Development Director City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014-1182 RE: Lino Lakes, Minnesota Lino Lakes Business Park Traffic Study SEH No. A-LINOL0306.00 14.00 Dear Mike: We are continuing with our Lake Drive Traffic Study and have completed the portion of the study relating to the proposed Lino Lakes Business Park. Preliminary calculations for the traffic from the business park were utilized in the Environmental Assessment Worksheet (EAW). The development consists of 265,000 square feet of light manufacturing and warehouse. The business park also includes three outlots on 16.3 acres. For the purpose of the EAW, a full build- out condition for maximum development each of the outlot parcels could support was identified. Outlot A had a conceptual building of 38,400 square feet with light manufacturing, office and retail sales. Outlot B had an office building of 28,800 square feet. Outlot C had a building of 34,000 square feet for light manufacturing with an upper office of an additional 10,000 square feet. Using those development concepts for the outlots and the 265,000 square foot facility for the Stage 1 proposal, trip generation for the site was calculated. General trip rate information from the Institute of Transportation Engineers Trip Generation Handbook was utilized and modified to reflect the traffic characteristics of the area. For the purposes of this traffic study, the maximum developmentthat could be supported on each of the outlots as identified in the EAW was utilized. No trip reduction was made for interaction between various land uses within the business park. There was also no reduction in assessing impact of traffic on Lake Drive due to "pass -by trips," which occur when an existing motorist on Lake Drive becomes one of the trips to and from the site. Based on the characteristics in traffic cited above, the site will generate 284 vehicle trips in the PM Peak Hour. There will be 65 inbound vehicles and 219 outbound vehicles. One hundred forty-two (142) of the exiting vehicles will turn left to travel northeast on Lake Drive. Seventy-seven (77) will turn right and travel southwest on Lake Drive. From Mn/DOT Traffic Volume Maps, average daily traffic on Lake Drive near Elm Street is 10,000 vehicles per day. It is estimated that there are 800 vehicles on Lake Drive in the PM Peak Hour with approximately 60 percent northbound. Vehicles turning right out of the development will have little problem finding gaps in the traffic. At an average rate of more than one vehicle per minute, the gaps should be adequate. Vehicles turning left will find some delays, depending on the rate of release from the various land uses on the site. The average will be approximately five vehicles every two minutes turning left. With the traffic signal at Elm Street, there should be gaps in northbound traffic to accommodate these vehicles. Short Elliott Hendrickson Inc. Your Trusted Resource • Equal Opportunity Employer • • Mr. Mike Grochala August 7, 2003 Page 2 There may be some delays if concurrent southbound gaps do not occur. However, the delays will be on the access road to Lake Drive and will not impact traffic on Lake Drive itself. Based on the 2020 Traffic Volume Forecast in the Lino Lakes Transportation Plan, traffic volumes on Lake Drive are anticipated to increase to 17,300 vehicles per day. Traffic signals are anticipated on Lake Drive at Elm Street and at Town Center Parkway, as well as at the ramps to I -35W. The traffic signals will platoon traffic in both directions on Lake Drive past the Lino Lakes Business Park. Traffic traveling south on Lake Drive can easily be absorbed into the traffic flow using the gaps in traffic from the signal at Town Center Parkway. The number of trips in the PM Peak Hour will not affect the capacity of the roadway since they will be slightly more than one vehicle per minute. Traffic from the development traveling north on Lake Drive will add an average of five vehicles every two minutes. Traffic will need to enter Lake Drive in the gaps from the traffic signals at the adjacent intersections. If gaps are not readily available, it is anticipated that some of the traffic turning left, with an ultimate south destination, will turn right and utilize the regional road system to access I -35W at other locations. It is estimated that approximately 40 percent of the northbound traffic will turn left to go south on I -35W. Thirty percent will go north on I -35W and 30 percent will continue north on Lake Drive. With this distribution, the only noticeable impact will be northbound traffic traveling through the intersection with Town Center Parkway where the additional 142 vehicles in the PM Peak Hour will be noticeable, but will not decrease the level of service. In the AM Peak Hour, the site will generate 268 vehicle trips. A large percent will be inbound. Only 33 exiting vehicles are anticipated with the higher volume traveling to the south. It is anticipated that there will be 235 inbound vehicles with 153 right turns and 82 left turns to the site. The relatively high volume of right turns in the AM Peak Hour, coupled with the day long use by heavy commercial vehicles, makes a southbound right turn lane very desirable. It is suggested that a southbound right turn lane be constructed as part of the development. The northbound traffic volumes will find a left turn lane desirable, but not necessary until traffic volumes on Lake Drive increase. It is anticipated that the additional volumes forecasted for Lake Drive in the Transportation Plan will require widening and turn lanes along the entire roadway. A left turn lane could be constructed as part of the overall widening. Anoka County may require a left turn lane be constructed as part of the initial development. The traffic generated by the Lino Lakes Business Park will not require significant improvements be made to Lake Drive other than the suggested southbound right turn lane and the potential northbound left turn lane. Combined with additional volumes from other developments and with the general growth of traffic in the area, Lake Drive, and especially the area through the I -35W interchange, will require widening and turn lanes. This widened section can be extended past the Lino Lakes Business Park access to provide the desirable left turn lanes. The calculations contained in this report are based on the proposed development for the major site and maximum potential development on the three outlots. A change to a less intense land use or reduction in the size of the development will reduce the number of trips generated by the site. • Mr. Mike Grochala August 7, 2003 Page 3 These reductions to a less intense development could reduce the volumes in the PM Peak Hour to approximately 225 total trips with an average daily traffic volume of approximately 1,800 to 1,900. If you have questions or need additional information regarding this traffic study, please call me. Sincerely, SHORT ELLIOTT HENDRICKSON INC. Glen Van Wormer, PE Senior Transportation Engineer sah \\spfiles 1 \spli\lco Vinci \030600\cares\gmchala080703.doc Memo To: Michael Grochalla CC: Jeff Smyser From: Marty Asleson Date: July 31, 2003 Re: Recommendations of the July 30, 2003 Environmental Board Environmental Board Meeting Date: July30, 2003 Topic: Marshan Lake Industrial Park, Panattonni Site, Preliminary Plat and Site Plan Review. Recommendations: The Environmental Board recommended that the developer follow all staff recommendations and the following: • That the tabulation of percent impervious on sheet P1 of the Developer's proposal be verified. • Reduce the number of parking stalls to a minimum • Lights should be turned off after hours (not 24 hour use) when not in use. • A Tree preservation plan needs to be submitted. • Work with staff on landscape plan. Use native plants. • Use native seed (City seed spec) on all indicated native grass areas. • Use a competant native seed landscape company to install and maintain the native seed areas (5 -year minimum) • Follow the City ordinance for the lighting plan and use of fixtures. • Request P8 phospherous model to demonstrate that post development phospherous loads to Marshan Lake would not exceed pre-existing development conditions. • More trees should be added to the landscape plan. More native -oaks should be used. • Page 1 Additional recommendations as presented in the Staff Report: • Ensure there is adequate seperation between the seasonally high ground water table and the bottom ellevations of the ponds. Needs to be at least 3-4 feet. Motion Motion made by Grundhoffer and second by O'Connell to approve the Panattonni site plan with above recommendations. All were in favor. Panattonni site plan was approved. Topic: Woodstone Builders Recommendations: The Environmental Board made the following recommendations concerning Woodstone Builders: • More Trees be planted along Apollo Drive • Verify the percent impervious figure. Reduce impervious parking to a minimum • Use pervious parking if possible. • Work with City staff on landscape plan. Add more oaks to the plan. Use native tree species. Buffer residents. • Use City lighting standards. Motion: By Grundhoffer, second by O'Dea to approve with recommendations. All in favor. Motion carried. • Page 2 Preliminary Plat of: Marshan Lake Industrial Park 7124.4 rmmMmQwet>.mNesQs.e[m n,i]4 631.Aam Ca.I. eeum•b••, ielw,wh••e•'maa[raelMmvw.m,wrod b4 •••••••••betm,mam.al¢1gbart.• mowu.e.re.dIIeb..w.Mmb..nQem.[W awwwQe.sbm..+a w.am�lsrs.vetue.rauu•••••C osam,m..•••r••,..... wewea•earm..Q.m.re.arQosc. m.m:ro., ..r.Qe..eer•Orlo .Owase nr.evelo.a.C•ma®am.mre,d ...wrm.,.ns•warmne., eeena...eree,r..Q.nw.�sn dn.. •3•••••. . �er..mee m.wewrm.r.a �mmee.me Am...nm..e.m..me,wduusmem®..ewsn+w. n�..uaw.wam.c on mm am•waw..ur�.,. mmwrnAee:Q.m eem.eaee.wd.w ws ure.mw.d. Sq.re.=rmewx.vw;mme.wae......®.vwarwr+nrdea •••.1908 r...•• ever.amn.wQoortr.s.wQ�r:re.rn+m..>s+awn®a.s.+ea.mmm.uuute,+um.ymaom�wr. - ..maims rpbeere.ewim m�..�.r�i,gQ b.tlp, to&mu, mogsamm.111.....m. Viao IS WI 6n rrae.r auma . ew..Qameg mem.malms =Id eat e.rnn r.w.rere.�.mA.. SEP 0`3 2003 crri OF 1.03P, LAKES Glenn and Myrna Rehbeln 7B Wildflower Place North Gal®, MN 55127 538.56 e oW .noxA mann war nal eaelmn • MOM loom P IINGTAIT P Io` w1 , Io` w1 lig e 1 Tree Preservation Plan PANATTONI DEVELOPMENT, CO. GLENN REHBEIN COMPANIES GLENN EHBEinr 1/1"1111 : $/asg -s a J LINO LAKES, MINNESOTA ,: d� J i 1J 911111111111 VARSHAN LAKE INDUSTRIAL PARK GRADING PLAN LEGEND 1 (.ImIG CI:PT PROP FINISHED LOT PAVEMENT' DESIGN CENTERLINE _ 1.5 BIT. WEAR TYPE 41 v..� 0BG LP LOW POINT 2" BIT" BASE TYPE .3.1. ek HP - HIGH POINT '4tulwr FL - FLOW LINE - 12" CLV.RECYCLED,(HE6VY)- ©.' - STORM MANHOLE B" CLV RECYCLED'(LI --. iiiii - CATCH BASIN •/ �'(-;'�j�� 0 PROPOSED ELEV. // , e - PROPOSED STOP ._....._ 515N.. FLOODPLAIN FILL GRAPHIC SCALE max V111101 THE cull ' ee NO WORMS C.01110/43AMY A ESTABLISHED OTO wam LAMS _ EXISTING UTILITIES ARE SHOWN IN AN APPROXIMA WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING �. UTILITIES, BEFORE COMMENCING WORK. HE OR SHE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS OR HER FAILTI TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. GOPHER STATE ONE CALL TWIN CITY AREA (651) 454-000: MN TOLL FREE 1-800-252-1166 \ N 9p XCEL POWER UNE' Jp:: CONTACTERICPAULI': /47 -:. (851)779-3113 ABOUT //, RAISING OR BURYING A)p COMCAST FIBRE OPTIC MWNEDASCO GAS GEND 2 -SF—SF—SILT FENCE EXISITN5 CONT0IIR - — PROPOSED CONTOUR /— LBTL x 885.69 3160? ANO ELEVATION .. .. - - NEMLON ADVAN0ED TURP AREA PRE -VEGETATED ER03105 CONTROL newer ROCS CONSTRUCTION RIGHT TURN LANE. 7p. /PAVEMENT DESIGN - 1. 0070101.55PER9-,: TO 00700 2" BIT. WEAR TYPE 41 ON EBEET 3 OF 7 / 2" BIT. BASE TYPE 31 / 0" CLV RECYCLED OR CRUSHED 26 D a D J GRADING, DRAINAGE AND EROSION CONTROL PIAN PANATTONI DEVELOPMENT CO. GLENN REHBEIN COMPANIES UNO LAKES, MINNESOTA D�+ PANATTONI UTILITY PLAN PANATTOM JEVELOPME\T CO. GLENN REHBEIN COMPANIES S LINO LAKES, MINNESOTA 917, P8PA t, il55i ilif'gIEIijtjE !. 1.iU.iJ IjdijiIF ai 555556 xK555 5 S R Yo Q p 1; I' ii W.20' (God a Trees mlamt a W.30' 1 t1 z BERM LANDSCAPE PLAN PANATTONI DEVELOPMENT CO. GLENN REHBEIN COMPANIES LINO LAKES, MINNESOTA MUM e nai fol. 1 ll pupil! lip 111111H lip 9 !!plE51l�i; 1i sill igg 1!i IIIM ail' ` It ,1fl'il 1 illinl AGENDA ITEM 7A(ii) STAFF ORIGINATOR: Michael Grochala P & Z MEETING DATE: August 13, 2003 TOPIC: Preliminary Plat for Marshan Lake Industrial Park (Lakes Business Park) ACTION REQUIRED: 3/5 vote BACKGROUND The applicant, Glenn Rehbein et. al., is requesting Preliminary Plat approval for a four lot subdivision, to be sited on 30.6 acres of land for the purposes of developing an industrial park. The property is located northeast of Blue Heron Elementary School and west of Lake Drive. This property is guided for Industrial Use, zoned LI -Light Industrial, and is located within the existing MUSA area. This review is based on the most current submittal, consisting of the following plans: • Marshan Lakes Industrial Park: 1. Certificate of Survey, received 7-14-03. 2. Preliminary Plat, received 8-03-03 3. Tree Inventory Plan, dated 8-03-03. 4. Tree Preservation Plan, dated 8-03-03. 5. Grading, Drainage & Erosion Control Plan, dated 8-03-03. 6. Utility Plan, dated 8-03-03 7. Berm Landscape Plan. ANALYSIS Project Data: Zoning & Land Use. Total Site Area: Upland Area: Number of Lots: 30.6 acres 28.1 acres 4 Tots The property is currently guided for Industrial use under the City's comprehensive plan and zoned LI, Light Industrial. The following table summarizes adjacent zoning and land use: City Council Marshan Lake Industrial Park September 22, 2003 Location Existing Land Use Guided Land Use Zoning Site Vacant Industrial Light Industrial North Vacant Commercial General Business East Tax Preparation and Insurance Business, Single Family Industrial Light Industrial Southeast (east of Lake Drive) Single Family Residential and Vacant Low Density Sewered and Un- Sewered Residential R-1, Single Family and R-2, Two Family Residential South Landscaping Business Industrial _ Light Industrial Southwest Elementary School Public/Semi- Public Public/Semi- Public West I -35W I -35W I -35W Lot Size. The minimum lot size in the Light Industrial District is one acre for a sewered lot. All lots meet or exceed this provision, ranging in size from 3.9 acres to 13.5 acres. Lot Width. The minimum lot width in the Light Industrial District is 100 feet. All lots meet or exceed this provision. Setbacks. The following setback requirements will need to be satisfied in conjunction with individual site plan approvals: Streets Local 30 ft. Collector/Arterial 40 ft. 35W 50 Parking Lot 15 ft. Rear Yard Principal Building Parking Lot Side Yard Principal Building Parking Lot 15 ft. 5 ft. 10 ft. 5 ft. The lots are of adequate size to accommodate required building and parking setbacks. However, the plat should identify a 50 -foot building setback from Lake Drive, which is a Minor Arterial. City Council Marshan Lake Industrial Park September 22, 2003 Access/Circulation. The property is proposed to be accessed from Lake Drive via a new street. The proposed street, which will terminate with a cul-de-sac, is approximately 460 feet in length. Chapter 302 of City Code sets maximum cul- de-sac length at 500 feet. The proposed street is in conformance with this provision. The proposed access is approximately a quarter mile between both Town Center Parkway and Elm Street and is generally consistent with Anoka County access spacing guidelines. Additionally, the proposed intersection will provide access to future residential development on the east side of Lake Drive. Traffic Impacts. A detailed traffic study was initiated by the City Council in June of 2003 to address traffic impacts from the Marshan Lakes Business Park and the proposed Village development. While the overall study is still in progress the portion relating to the Marshan Lakes Business Park has been completed. A report, dated August 7, 2003, from Glen Van Wormer, the City's Traffic Engineering Consultant, is attached. In summary, the traffic generated by the Lino Lakes Business Park will not require significant improvements be made to Lake Drive other than construction of a southbound right turn lane and a potential northbound left turn lane. With the provision of both northbound and southbound turn lanes onto the industrial park access road, any potential vehicle delays will minimize impact to Lake Drive traffic at the new intersection. A southbound turn lane on Lake Drive is proposed to accommodate vehicle turning movements into the development. Staff is also recommending construction of a northbound left turn lane as a requirement of plan approval, The revised plans submitted September 8, 2003 does propose a northbound by-pass lane rather than a full left turn lane. The acceptance of the by-pass lane rather than a left turn lane will be subject to Anoka County review and approval. The revised plans also show a shortened right turn lane into the development from Lake Drive. Concerns were raised at the Planning and Zoning Board meeting about conflicts with the turn lane and an existing access to the north of the project site. Preliminary discussions with Anoka County indicate that this may acceptable upon further review. Street width. Section 302 of City Code requires a minimum of 60 feet of right-of- way for cul-de-sacs, and 120 feet for arterial streets. The proposed cul-de-sac satisfies this requirement. The revised plans provide for the required right-of-way City Council Marshan Lake Industrial Park September 22, 2003 along Lake Drive as well as additional right-of-way for sight corners at the intersection. The street is proposed to be constructed to a 38 foot width which is adequate to service industrial traffic. Access control, dedicated to Anoka County, should be shown on the plat on Lots 1 and 4 adjacent to Lake Drive. Grading and Drainage. A grading and drainage plan has been submitted for review by the City. The existing drainage flows north to Anoka County Ditch No. 10, which runs along the northern property line of the proposed plat. An existing private drainage ditch runs northerly through the property into the County Ditch Ten. The private ditch will be diverted into a proposed storm sewer to accommodate site drainage. The new storm sewer will be routed through on-site infiltration basins and/or holding ponds and ultimately into County Ditch Ten. The County ditch will be preserved in its existing condition. The City Engineer has completed a review of the Grading and Drainage Plan. His comments, dated September 18, 2003, are attached. The proposed project is in general conformance with City requirements Utilities. The subdivision is proposed to be serviced with public sanitary sewer and water utilities. The sanitary sewer service will be provided by the existing trunk sanitary sewer main that runs along the west side of the site, parallel to I - 35W. The sanitary sewer laterals will be extended through the site and out to Lake Drive. A twelve -inch water main is proposed to be extended from the existing trunk water main along I35W to Lake Drive. Staff originally recommended extending the sanitary sewer to the north property line along Lake Drive and the Water Main to both the north and south property lines. However, upon further review of the City's Sanitary Sewer and Water Comprehensive Plans staff is recommending that the lines only be extended to Lake Drive. Both trunk sanitary sewer and water main lines are set up to be extended on the east side of Lake Drive. Trunk utilities both north and south of the sight would be extended in conjunction with either future development and/or a City Trunk Utility project. Properties on the west side of Lake Drive would be serviced from the trunk lines by individual service connections. Extension of utility laterals would result in duplicate systems and ultimately in higher infrastructure costs. The City Engineer has completed a review of the Utility Plan. His comments, dated September 18, 2003, are attached. City Council Marshan Lake Industrial Park September 22, 2003 Drainage and Utility Easements. Drainage and utility easements are required. Drainage and utility easements at least ten (10) feet wide shall be provided on all exterior lot lines, and centered on common rear and side lot lines. Easements are also required around wetland and ponding areas. These drainage and utility easements are shown on the plat in conformance with City requirements. Additionally, a 100 -foot wide drainage and utility easement covers the entirety of Anoka County Ditch Ten. A separate ingress/egress easement for maintenance purposes will be required across Lot 2, Block 1, for City access to ponding areas. Floodplain. The portion of the site which bounds County Ditch Number 10 lies within a Flood Plain Zone A. This affected portion of the ditch runs generally east -west across the northern portion of the property. Zone A represents areas of 100 year flood where base flood elevations have not been determined. The City's Floodplain Management Ordinance requires that all principle structures be located no lower than one foot above the regulatory flood protection elevation. The remainder of the project is locate in Zone C, a non -flood plain area, and no impacts to the floodplain are proposed as a result of the project. Wetlands. The project site contains 1.5 acres of wetland, comprising two wetlands: one on Lot 3 and one on Lot 4. No filling or alterations of the wetlands are proposed as part of the project. Environmental Assessment Worksheet (EAW). Minnesota Rules Chapter 4410.4300, subpart 14 requires the preparation of an EAW for industrial and commercial projects that exceed a gross floor space threshold of 300,000 sq.ft. for 3rd or 4th class cities. Because subdivision of the property provides the potential for this threshold to be exceeded, an EAW has been prepared. The EAW was reviewed by the City's Environmental Board on July 30th, and approved by the City Council for distribution and comment on July 14, 2003. The required 30 -day public comment period ended on August 20th Minnesota Statute 16D.04 prohibits final decisions on a proposed project until a negative declaration on the need for an Environmental Impact Statement (EIS) is made. Rice Creek Watershed District (RCWD). A RCWD Land Development permit is required for the proposed project. The RCWD Board reviewed the application on August 13th and approved a CAPROC (Conditional Approval Pending Receipt Of Changes). Anoka County. Plans have been forwarded to Anoka County for review. An Anoka County access permit onto Lake Drive for the proposed roadway will be required. It is also likely the County will require the dedication of right-of-way along Lake Drive, dedication of access control for Lot 1 and Lot 4 that abut Lake City Council Marshan Lake Industrial Park September 22, 2003 Drive, and turn lane improvements to Lake Drive. Conditions of approval will include the requirements set forth by Anoka County. Tree Preservation. A Tree Inventory and Preservation Plan were submitted. Based on the grading plan submitted, the majority of trees on the interior of the property will be removed. However, the majority of trees located adjacent to County Ditch Ten and within the proposed 100 -foot easement will be preserved. A revised Preservation Plan shall be submitted identifying methods of protection. Such plan will be subject to review and approval by the City's Environmental Specialist. Landscaping/Buffer. The Lino Lakes Zoning Ordinance (Sec. 3, subd. 4.Q.1 & Sec. 8, subd. 1.F) specifies that a landscape buffer should be provided along side or rear lot lines for sites located in the Light Industrial District which abut residential or is across the street from a residential zone. Such a strip should be at least 40 feet in width and result in 80% opacity to a minimum height of six (6) feet. Lots 1, and 4 are subject to this requirement. Additionally, the Ordinance (Sec. 8, Subd. 1.F) requires a 40 foot wide landscape buffer area along side and rear lot lines that abut a residential or commercial district (Lot 2). The existing features that will be preserved on the north side of Lot 2, bordering County Ditch Ten, will satisfy this requirement. The eastern side of Lot 2 includes a 12 -foot rise in elevation over the proposed building floor elevation which will, in conjunction with landscaping required as part of site development approvals, result in adequate buffering of the site. A combination of grading (berming) and landscaping is proposed on Lot 1 and Lot 4 adjacent to Lake Drive. Additional screening will be evaluated in conjunction with individual site development. Park Dedication The City will require a payment in lieu of Park Dedication. The park dedication rate is $2,175.00 per acre for Commercial/Industrial Developments. The total park dedication is estimated to be $61,118.00. Individual Site Development. Development on the individual lots will be subject to the City's Site Plan Review requirements. The City has received application for a Site & Building Plan Review on Lot 2 for a warehouse/distribution facility, which is a permitted use in the LI, Light Industrial District. Staff is currently reviewing this proposal in accordance with the Zoning Ordinance. The proposed 265,000 square foot Panatonni Project includes approximately 15,000 square feet of office space. Proposed building materials consists of scored concrete tip -up panels. Three color palettes will be used on the exterior City Council Marshan Lake Industrial Park September 22, 2003 of the building ranging from light beige to reddish accent panels. Landscaping is provided along the perimeter and interior of the site. Landscaping is proposed to be clumped in intervals along the rear of the building to provide visual breaks of the building line. Net Lawn pervious paving is proposed for the fire lane adjacent to the existing County Ditch to reduce run-off volumes. Issues being addressed by Staff, other than those related specifically to the plat review, contained herein, concern landscaping and buffering of the building (specifically the loading docks) from Lake Drive, and adjacent properties. Environmental Board Recommendation. On July 30th the Lino Lakes Environmental Board reviewed the proposed project. After consideration of the issues, the board voted to recommend approval of the project, with a number of recommendations. These recommendations are summarized in an attached memo from the City's Environmental Specialist, dated July 31, 2003. Planning and Zoning Board The Planning & Zoning Board reviewed the request at it's August 13, 2003 meeting. The board recommended approval of the preliminary plat with conditions with twelve conditions, including review of the turn lane configuration that impacts the driveway access to the north. The conditions have been included in the staff recommendation with the exception of those address with the revised plans and identified in the staff report. Findings 1. The proposed plat is consistent with the Comprehensive Plan. 2. The proposed plat is consistent with City infill policies. The project lies within existing MUSA, the cost of infrastructure improvements are covered by the developer. 3. With the required turn lane improvements to Lake Drive the roads serving the proposed development are capable of serving the development. 4. The City's Water system is adequate to service the proposed development. 5. The City's Waste Disposal Systems is adequate to service the proposed development. 6. The proposed plat satisfies the City's minimum lot size requirements. 7. The proposed plat, with the recommendations setforth herein, provide sufficient right-of-way and easements for public street and utility purposes. RECOMMENDATION Staff recommends approval of the Marshan Lakes Industrial Park with the following conditions: • 1 • City Council Marshan Lake Industrial Park September 22, 2003 1. The City shall not make any final decision on the proposed project until such time as a negative declaration on the need for an Environmental Impact Statement (EIS) is made or an EIS is determined adequate. 2. Access control shall be dedicated to Anoka County along Lake Drive. 3. A southbound right turn lane and northbound left turn lane shall be constructed on Lake Drive. All costs of such improvements and any necessary easements and/or right-of-way acquisition shall be the responsibility of the developer. 4. The plat and proposed Lake Drive improvements shall be subject to review and approval from Anoka County. 5. A Rice Creek Watershed District permit shall be obtained prior to commencement of site activities. 6. An ingress/egress easement for maintenance purposes over Lot 2, Block 1 shall be submitted to the City for access to ponding areas. 7. All comments setforth in the City Engineer's memo, dated September 18, 2003, shall be incorporated in the development plans. 8. A revised Tree Preservation Plan shall be submitted identifying methods of tree protection. 9. The developer shall enter into a Development Contract with the City. ATTACHMENTS 1. Resolution No. 03-168 2. General Location Map 3. City Engineers Comments dated September 18, 2003 4. Traffic Report, dated August 7, 2003 5. Environmental Board Comments 6. Preliminary Plat 7. Tree Preservation Plan 8. Grading, Drainage & Erosion Control Plan 9. Utility Plan 10. Berm Landscaping Plan 11. Panattonni Site Plan dated 7-14-03. 12. Panattonni Landscaping Plan, dated 8-7-03.