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HomeMy WebLinkAbout01/31/2007 Env Bd PacketCity of Lino Lakes Environmental Board Meeting January 31, 2007 6:30 p.m. AGENDA 1. CALL TO ORDER 2. INTRODUCTION AND SWEARING IN OF NEW MEMBERS 3. ELECTION OF OFFICERS 4. APPROVAL OF MINUTES - DECEMBER 20, 2006 5. APPROVAL OF AGENDA 6. OPEN MIKE 7. ACTION ITEMS A. PLANNED UNIT DEVELOPMENT - COMFORTS OF HOME, CORE DEVELOPMENT B. AMENDED CONDITIONAL USE PERMIT - HOLIDAY STATION STORE C. ADOPTION OF 2007 GOALS D. COMP PLAN UPDATE TASK FORCE 8. DISCUSSION ITEMS A. ENVIRONMENTAL UPDATES - EARTH DAYNOLUNTEER, RECYCLING DAY AND RECYCLING EVENT AT RICE LAKE ELEMENTARY. 9. ADJOURN • • • ENVIRONMENTAL BOARD MEETING DATE TIME STARTED TIME ENDED MEMBERS PRESENT MEMBERS ABSENT STAFF PRESENT 1. 2. CITY OF LINO LAKES APPROVED MINUTES DECEMBER 20, 2006 : December 20, 2006 . 6:34 P.M. . 8:05 P.M. : Constance Grundhofer, Mary Jo O'Dea, Martha DeHaven and Barbara Bor : Jeff McDowell, Kimberly Brouillet and Sarah Norman : Environmental Coordinator Marty Asleson, CALL TO ORDER Ms. O'Dea called the meeting to order at 6:34 p.m. APPROVAL OF MINUTES November 29, 2006 Ms. O'Dea had a change on page three, first paragraph: add monitored the in place of did a spectacular; Add at Hardwood Creek at the end of reclamation proj ect. Fifth paragraph change considerable too considerably. Ms. Grundhofer made a motion to approve the November 29, 2006 meeting minutes with changes. Ms. Bor seconded the motion. Motion carried unanimously. 3. APPROVAL OF AGENDA Remove Item 6B - Gary Averbeck Add Item 6E - Year End Summary for the Blue Heron Rookery Approval of agenda. Motion by Ms. Grundhofer to amend seconded by Ms. Bor to approve agenda as is. Motion carried unanimously 4. OPEN MIKE Open Mike closed at 6:34 p.m. 5. ACTION ITEMS 1 DRAFT MINUTES ENVIRONMENTAL BOARD MEETING DECEMBER 20, 2006 No action items. 6. DISCUSSION ITEMS A. EAW Jeff Smyser, City Planner, was present for the Nature's Refuge Review. Mr. Smyser stated that the comment period for the Environmental Assessment Worksheet ended Nov. 22. The EAW stands for Environmental Assessment Worksheet. The City of Lino Lakes is required to respond to the comments. The EAW will be presented to the city council on Jan. 8th. A decision on the EAW is not an approval or denial of the project itself. The document addresses environmental issues from an environmental standpoint. The document is an approach to get issues on the table and go from there. Ms. O'Dea asked if the neighbors would be notified of the January 8th, City Council meeting. Mr. Smyser stated as of this time, no. The meeting is posted in the City's legal newspaper, the Quad Press. He also stated we did send out notices to neighbors regarding the EAW as to where they could get a free CD or pay for hard copy of the document. We have received comments from a few of the neighbors. Mr. Smyser stated he will check into a notification mailing to the neighbors. Ms. O'Dea stated the Board will go through the document page by page. Page 4, Rare Species — The impact does not talk about what birds may be on site stated Ms. Grundhofer. Mr. Asleson stated he did not know of a list of birds. Ms. Grundhofer handed out her list of birds to be looked at. Mr. Husveth stated there are no known state or federal birds that have been listed on the property. There has been no formal survey conducted on the property regarding birds. Mr. Husveth stated that if there were state or federal birds, he would have noted it in the hundred of hours that were spent on the property. Ms. O'Dea asked if we could add a sentence to state this. Mr. Husveth stated yes. Mr. Husveth stated it does not mean there has never been or will never be any state of federal birds on the property. At this time, the answer is no, none to our knowledge. Mr. Husveth stated we can add to the EAW that there has not been an avian survey done as of September. Page 6, second paragraph - Mr. Bor questioned the impact to the school and the HVAC systems infiltration. Ms. Bor stated that perhaps the school children could be outside during the noon hour when development/construction would be less likely. Mr. Bor added she would like an awareness of wind born particles. Mr. Asleson stated that MPDES requirements have gone up as to wind born erosion. There are things the city does to prevent air born particle counts. 2 DRAFT MINUTES • • • • • • ENVIRONMENTAL BOARD MEETING DECEMBER 20, 2006 Page 7 — Mr. Bor asked who will be responsible for upkeep of the property development. Mr. Husveth stated this issue is addressed in the DNR's comments which are further on in the document. Page 9, bottom — The City of Columbus addressed the use of Pine Street. Mr. Smyser stated this Pine Street is one of two ways to access the development. Page 11, 2nd response - Ms. O'Dea stated we would like it to read seven acres. Page 11, 5th response - Mrs. Grundhofer asked about the floodplain. Mr. Husveth stated that wetlands have been delineated and submitted to Rice Creek Watershed District. Page 12, 4th response - Ms. Bor suggests that people buying properties provide a signed document stating they understand the developments requirements. Mr. Smyser stated we would look at adding a sentence that the city make a special effort to give the new homeowners documentation. Ms. O'Dea stated that the Homeowners Association should take on this responsibility. Page 14, Wildlife Habitat — Mr. Grundhofer questioned the proposed 55 percent of trees to be coming down, and that we should be looking at the whole city, not just that piece of property. Mr. Husveth stated that under the second bullet point on the document the focus of the response is regarding the Blanding's turtle. Mr. Husveth addressed this issue in other areas of the EAW. Mr. Husveth stated that this development should increase the biological integrity when completed. Page 15, Other, typo on sentence 4 — Change to read project will result in instead of project will result I. Mr. O'Dea then asked for a vote to either recommend or return to staff. Ms. O'Dea made a motion to recommend the adoption of the record of decision. Motion by Ms. DeHaven to amend seconded by Ms. Grundhofer. Motion carried unanimously. B. Gary Averbeck — Removed C. Environmental Board Goals — Changes below. Page 1, first bullet point, B: Take out the coma after inventory. Page 1, second bullet point from bottom: Take out onto and add as well as. 3 DRAFT MINUTES ENVIRONMENTAL BOARD MEETING DECEMBER 20, 2006 The Board talked about adding a goal deadline. The Board will discuss additions or changes to the goals at their January meeting. The Board members discussed a format to be used as a summary of past Environmental Board recommendations for development projects. D. Resource Management Mr. Asleson gave a verbal update on the Resource Management Planning/TMDL Study Update. Ms. Hogstad was asked to email the Resource Management Planning document to the Board members for their review. Mr. Asleson stated that he is looking at the plan with an environmental approach. Ms. Bor asked about the partners involved in this project. They are the City of Columbus and City of Lino Lakes. The document is being prepared by Emmons and Oliver Resources for the Rice Creek Watershed, in cooperation with the City of Lino Lakes and the City of Columbus. Mr. Asleson stated that the document should be released to the public in the month of February for comment. E. Year End Summary for the Blue Heron Rookery Nothing was discussed on this. 7. ADJOURN It was noted that the next meeting of the Environmental Board will be on January 31, 2007. There being no further business, Ms. Bor moved to adjourn at 8:05 p.m. Ms. Grundhofer seconded the motion. Motion carried unanimously. Transcribed by: Lisa Hogstad Community Development Secretary 4 DRAFT MINUTES • • • Agenda Item 7A • • Staff Originator: Marty Asleson Environmental Board Meeting Date: January 31, 2007 Topic: Comforts of Home Planned Unit Development (PUD) Applicant: BACKGROUND: Request: CORE Development CORE Development has submitted an application for a Mixed -Use Planned Unit Development (PUD) to be known as "Comforts of Home ". The project includes four commercial /retail buildings of various square footage (range 5,000 SF to 55,000 SF), a 41 unit senior apartment building, a 42 unit senior assisted living building, and 48 senior townhomes. Site Location: The project is located in the NW quadrant of Hodgson Road and County Road J. Site Data: Gross Area: 17.18 acres Upland Area 16.72 acres Wetland .46 acres Land Use and Zoning: The City's Comprehensive Plan guides the site for mixed use development. The site is zoned GB, General Business District. ANALYSIS: Land Cover: The land cover for the property consists of forested and grass lands. Forested areas include both deciduous and conifers trees. A .5 -acre wetland is located in the northwest corner of the site. • • Rare and Unique Resources There are no recorded rare, threatened or endangered species on this site. Parks, Natural Open Space/ Greenways and Trail System Plan: The City's Plan identifies a potential greenway and trail extension across the northern portion of the site. Wetlands: One wetland is located on the NW side of the property. The wetland delineation was approved previously by Rice Creek Watershed District (RCWD). This delineated wetland is highly impacted. The wetland is inundated with Buckthorn and other noxious plants. It is recommended that that the developer be responsible for all noxious plant removals on the property. This wetland should be cleared /killed of all buckthorn and other noxious plants No direct permanent wetland impacts are proposed. However, temporary impacts are proposed in conjunction with the installation of a storm sewer outlet. Care should be given to ensuring a minimum disturbance and that the existing soils are indeed placed back on top of the pipe. Soils in the wetland will most likely be exposed when noxious plants are removed. The City native seed mix should be used to restore the wetland, as well as all disturbed infiltration pond, swale and wetland areas. No buffer is proposed around the wetland. The City's subdivision ordinance requires a minimum 10 foot buffer be provided. A trail and parking lot are proposed immediately adjacent to the existing wetland. These proposed structures should be relocated to provide the minimum buffer. No direct drainage to the wetland from impervious areas is allowed. Proposed drainage plans indicate direct runoff from impervious surfaces to the wetland. Drainage patterns should be corrected. Soils The soils on the site proposal are upland, non - wetland types of soils, except where the wetland was delineated in the NW corner. The upland soils are highly permeable and should be used to the greatest extent possible to infiltrate storm water. On the other hand, precautions should be taken with these soils when proposing fueling stations and that there is no potential to contaminate ground water. This site does propose a fueling station. A fueling site spill containment area • should be designed into the plan if this fueling station goes forward. • Any importing of soil onto the site should be reviewed and approved by the City Engineer prior to placement on the site. All soils compacted by construction should be loosened to preconstruction conditions. • Surface Water Surface water is ultimately tributary to Baldwin Lake. The project proposes three wet detention ponds and several small infiltration areas (rain gardens). Stormwater is proposed to be routed to the existing municipal stormsewer system located in the southwest corner of the site. The system will need to satisfy the City's discharge rate requirements (no net increase) as well as Rice Creek Watershed District infiltration requirements. Impervious parking areas should be kept to the minimum allowed under our City code. The pervious nature of the existing soils does allow opportunities for increased infiltration on the site. However, the high ground water level on the site may pose some limitations. All infiltration areas must have a minimum three feet of separation between the bottom of ponds and the ordinary high ground water level. The developer must demonstrate that this separation will exist. All ponds designs should include the use of for -bays to pretreat water entering ponds and allow for more efficient maintenance. There does appear to be opportunities for a significant portion of the surface water running off of the parking lots could be infiltrated with the use of stormwater bmp's such as the use of pervious pavers, pervious asphalt, and other periphery bmp's such as drainage swales, and rain gardens. Access to all surface water treatment areas must be provided for and indicated on the plat proposal. A storm water maintenance agreement will be required to insure proper maintenance of the systems. Storm Water Pollution Prevention Plan The developer has submitted a Storm Water Pollution Prevention Plan (SWPPP). The SWPPP must be approved and implemented prior to the commencement of a grading permit. A number of modifications to the SWPPP have been identified and will need be incorporated into the final plan as identified in the attached SWPPP memo. Tree Preservation A Tree Inventory was submitted by the developer. 11 trees were found and idenfitied on the inventory as specimen trees. A "Specimen Tree" is defined as a healthy hardwood tree measuring equal to or greater than thirty (30) inches in diameter and /or a coniferous tree measuring fifty (50) feet in height. Five of the trees are located either off site or in the proposed Hodgson Road right -of -way. • Of the remaining 6 only one appears to have the potential to save. The inventory notes that 340 trees are proposed to be saved. However, the vast majority of these are located in the proposed Hodgson Road right -of -way and will need to be removed. No preservation plan was submitted for trees identified as saved. Trail A pedestrian /bicycle trail is proposed across the northern portion of the site. The trail extends from Hodgson Road to its connection with an existing City trail located on the west side of the site. The trail alignment is generally in conformance with the City's trail system plan. As noted previously the trail encroaches into the required wetland buffer. The trail should be relocated accordingly. Lighting A photometric lighting plan was submitted. The plan appears in conformance with the City's lighting requirements. The plan proposes both a decorative lighting fixture for street lighting as well as a standard shoebox fixture for parking lot areas. All the fixtures appear to conform to the City's 90 degree cutoff requirement. • Landscape Plan • General. The Landscape Plan depicts a planting schedule of deciduous and evergreen trees, shrubs and perennials. Plant materials are not adequately labeled on the plan. The schedule should show ground story/cover planting schedules. All tree and shrub species should be selected and identified in accordance with City requirements. If there is sod planned as a ground story plant, then the sod areas must be irrigated and shown as such on the plan. The plan should indicate that all topsoil will be tilled into the sub -soils as deeply as possible. Screening /Adjacent Neighborhoods. Where commercial areas abut residentially zoned properties the site is required to provide screening along the boundary. The screening is required to provide 80% opacity to a minimum height of six feet at time of planting. The proposed screening along the western boundary of the project does not conform to this requirement. A revised planting plan should be submitted in conformance with this requirement. Rain Gardens. Rain gardens are shown on the grading plan. A landscaping design plan for these gardens should be submitted. The plan should include a detailed schedule of plants i.e, types, location, quantity. Provisions for the upkeep and maintenance of these areas should be incorporated into the required stormwater maintenance agreement. Parking Lot Islands. The large parking lot shows a number of islands. Small islands do not afford desirable planting conditions for trees. Consideration should be given to combining areas of smaller islands into larger islands. Further consideration might be given to treating these areas with dropped curb, and slopes to the islands to filter parking lot runoff. These might be formal plantings with designed rain garden characteristics (would also include trees). Pond Areas. All surface water areas not formally planted, or exposed pond, infiltration or wetland areas should be planted with the City Native Seed mix.. All native planting areas should include an annual maintenance program to insure survivability. RECOMMENDATION: Staff recommends that the following modifications be forwarded to the Planning & Zoning board for consideration: 1. Invasive species within the existing wetland should be eradicated as part of the site development. 2. The site should be modified to incorporate the required 10 foot buffer around the wetland. 3. A fueling site spill containment area should be designed into the plan. 4. Importing of soil shall be subject to review and approval of the City Engineer. 5. Pond designs should incorporate the use of for -bays for pretreatment and ease of maintenance. 6. Evaluate use of infiltration bmp's to treat parking lot runoff. 7. Provide adequate vehicle access to pond and infiltration areas. 8. A storm water maintenance agreement be executed between the City and Developer which includes a maintenance schedule for native planting and rain garden areas 9. The SWPPP be modified to incorporate the comments included in the SWPPP memo 10. A tree preservation plan shall be submitted. 11. A revised landscaping plan shall be submitted in conformance with City requirements including screening plan for the west side of the property, rain garden planting schedules and irrigation. 12. The area of parking lot islands should be increased to improve planting conditions. 13. The City Native Seed mix shall be used in all surface water management and buffer areas that are not formally planted ATTACHMENTS: 1. Location 2. Certificate of Survey (Existing Conditions) • 3. Preliminary Plat 4. Preliminary Grading Plan 5. Stormwater Pollution Prevention Plan 6. SWPPP Memo 7. Landscape Plan • • WIL DW PONDS AKE. a.._y A ,,,,,c114,..40 tkw - :� #1 YN I t.*iN. ti �. : l'i , ' 191110Fi !± " M 111 s °7; .'7. ,,� � � e.i�e -one •n ��°' -c Reshai REG Li SURV1 NO 1' A E'J\!u1117 4T 1�1 a norm ma; ftl a 7) a orientate*, of this bearing system is hosed on the north Life of the Southwest 0007,7e of the Southeast Ouarler of Section 37. 7owlshp .TIN. Range 2216 which N assumed to hose 0 bearing of South 88' 28' 57' East 2) Existing public aid pnvete ✓ adies. ser•7es, ono underground structures drown hereon were located either physically, from existing records, r by resident testimony and ore proceed for informational purport ardy. Other public and private 070ifies and services may be present. Verification owl location of all uldilNS should be obtained from the owners of Me respective utdities prior to any .0.000 en. 3) Existing conduit shown clang easterly property boundary centak1s telephone lines per Gopher One Stole Coll Melly locales The number and type of lines ore unknown Verification and location of all 07117es should be obtained from the owners of Me respective utilities prier 70 any esrorofian. 4) The property descnbe0 hereon is zoned General Business (GB). To. following minimum setbacks apply to property zoned OE (Per City of Lino Lakes Zoning a0klonce- Amended per Ord. 21 -03). From Sheets Principe, 9o00709 from Local Street w 50 Net. Principal Budding from Collector or Arlene Street w 40 feel Porkkg Lot/Driveway - 75 Net. Rear yore Principal Budding - .30 feet Accessory Building - 5 het. Parking Lot = 10 Net. Side told Principal Buddig w 10 feel. Accessory Building - 10 feet Perking Let = 70 feel. from Residential Dnlrict - 35 Net. Between Prkrcpol Buildings w Nat less than ore -hall (7/2) the sum of the badly heights of the Iwo (2) buildings 5) The properly described hereon is in Flood Zone C (meat of minimal goading) per Federal Emergency N3no9ement Agency Community Poirot Na 270015-0070 B. doted Noy 77. 1982. 6) The le90? description and easement in/ anion shown hereon were obtained from Chicago Title Neurone Company, Issued by its Agent. Lard Tina 3,o., Commitment Co.. No. 259746. doted July 15, 2005. 7) The area of Me property described hereon is 748.377 spore feet or 1718 acres 8) No evidence for the location of the septic system was found near the existing residence. There may also be on additional well on property for the existing residence. No evidence was found of an .0.7730l residential wen. Let 4. Audi Na 107. Anoka County. Minnesota And The port of Lot 22. Auditor' Subdivision No. 107. Anoka County. Minnesota lying Easterly of the Westerly 50 Net thereof and lying between the Westerly extensions of the Norm ono South lies of Lot 4. said Auditor's Subdivision No. 107 CERTFICATION I hereby certify that this survey was prepared by me or under my Cleat supervision. and Mat 1 am o duly registered land surveyor under the laws of Me State of Mkxes0N Mark F. Neislrooch. Land Surveyor Minnesota License No. 25287 Dote. LEGEND • 00NO7E5 TEND 0e, NWr NONLSLN- MUSS 077ERWA 00710 • DENOTES [05740 L175?7' 401.1 • meows 105705 0.r •w( • WOWS 3051•40 RM . VENOMS (MAW TLARO [ID mah511/QAL(R7 a O(N0R5 (1057.3 swarm, */17470[ e O(NOMS 44171K'ELCCON -JL WRIT • 00507(3 3••• 771(07700( W0(5741 • DENO75 305w,C 7414•500C 000 047 • 00070S CAVING 70NOTA, GAT •4e00 0040700 305•30 SR3 0300775 ts2WD 044 Om • 0(707(5 CASTING 23' Ram 074L POST - - - - VENOMS VIKING DIMWIT NO 07,77? rAAN(NT PER MAT 0' moan= (S7Aw5 - 3r- 0(007(5 (101••• NDLRC0RM0 7EL1•me3 LK (0070777 SIC 04410L7 LKS- ARODOLa17C LOC■5OV) - Ill- DEN0705 r0SWG 3DRam 0 SCOW LK (A•a11001N77 10(417•1) -•7Q- 0(NO7S (0.7.0 77i0(R(A7ND OAS we (4w000N4R LOGOW) -Loo- 01507E5 (0ONS Le•LROeOR0 ASV DPW LK (ANPPO7M77 LOCArg4) - 0000MS (05M0 mar wart - DENOTES (0573a imager SERF - XNOws SaSTe1C sots ICAO 0701DE5 -�--�� 0NOMS [SSW MCC LK 0407(5 (075733 a1L0rC DECORS (05WD MOSSO ROGIVIM414. AMA •30705 EASING CONCAVE rrIENVON 0' TNT 507714Cn4 1441. ar 1074. ALLOm7S S a3t773V No 107, A. Pew 00300157 MOS LK NOSH ,'NO 0808 . - or ■5OMRTr 10C • suAGODS ON 577 i I PD A-D- 71 -41 -W e4 i ' 77053 70 07 • XTT7 Ass SON NC NON1•RN7 NO 50 OIXO C5 ON AR ' PC 37- 31 -72-41 -0015 52AC 750035 • 0477•170 RSRRL r LK a- (407 So . EEC- ar LOT 22. 4101003 SIWIOSW 03 pr •• •• •. •. • 7La3LKM70M ♦ WA.NDE Ain I5 07 ar. 00077770, hTR •: .. :• unary Daman- _ _) - 9L{pTtcS 04 SIR •ER 0547 or ` 1 I PD: JI- Jn- ]] -17 -Wo none OAKS -� 1 , P0cAX571 .107,7 A 4x3 I I 588.28"31'E ,o:agj ‘." 740#7,63 0 LK Or 507 1. ,1 0407005 001•500 at 707'' i NOM 100 a- Sa11MR5i • i WARIER Or 5WM0451 WANITR a- AC M. i ]IN. PAWS 110 • worm ' i I � i t..............0 i t \_ 95> AS mamas av SW .5 157: S- Jr- II -N -We CSC WC NEON 3OAN5547, Pr7ER or PROV00rt LK - - -� 0000■05 Ow SR PC Ji- J1 -71 -41 -0017 700701. DI04d t 0014.0[ area 1M 50✓75 or .' maven 7. 770 CovOttle DSO Alm 1011. °wt R(g5LGO ACCESS 7' M IXRG1MO MEL 01 [ASR.r IN( 04 EAST 30 - -IE(7 W 107 22. ALD1m05 SIDp07t1N N0. 707 \ \ \ '� M� •, \` \ \ It \ \ \ _ \Aa\` 9-';;0".° � NO 12237 R0 31- 31- 22- 44 -OM P454353 00171 EOC or 051571*56 Nam Q 7005077 LK GORE DEVELOPMENT SERVICES FROM CONCEPT 70 COMPLETION PASSE ENQINEERINQ, ANC'• CIVIL ENGINEERS • LAND SURVEYORS MINNEAPOLIS , HUDSON CAMBRIDGE (763)780 -4100 (715)381-1150 (763)689 -4042 www.G -ug 05m I --1 05(0305 07 SITE Pn 77- 3r -22 -43 -0077 070070(1, N B 0 74MLEE* 1 1 1 *E50,01.. (57(7400+ or 7177 •. •• I saurian, 433 or 107 ., • Aurome5 stworwnon ha 107 A188'0247'11' 499.27 00530LGS t.3 AR so: Jr -37-21- 13-0500 DON LAND La ' , 4 _ 177171-1.17712 MAIM. W AR F013755 SLUM 0 " e77LON0 SO✓ N Or Pf• 3I- 3I -II -IJ -0005 PRLP(Nrt LK 1.30 PYOP(R7r LK toe one to • ru TA/05 PC JI- L- 22 -44 -0000 Sap. R00RT • PA7R0A4 0F MAE PRELIMINARY PLAT CERTIFICATE OF SURVEY DNAND swot E1 77-0( I e1 LOCATION MAP t T. s . �y, If f • : .NAa I 1.4.2 r,...w...... ."° . v ..v 1000.. , VAN. IA ..r w.a ; E °� e v S.r _ TE .. 000 0 ! 2 e c. 2 �:., l qo... e a s 4 e a �. .R...y a.. MAP a o.0 0100«.1V. .....v s 1 . ... 1 ti4 ... >.R, -,1",•k I i FF 5 i w 1 9 ' C . t DEVELOPER CORE DEVBOPIENT SERVICES ..., 779J BUERKL£ CIRCLE I2207E BEAR LAKE, MN 55170 PHONE. (651) 481 -9027 ARCHITECT* F R•I•S•B•I•E a c a 1 7 a c 7 I . I N V 215 NORTH SECOND STREET, SUITE 204 RIVER FALLS WI 54022 PHONE: (715) 426 -4908 ENGINEER/SURVEYOR pub EAlstrkAA441 7611 COUNTY HIGHWAY OT $PRWG LAKE PARK, MINNESOTA 55432 PHONE: (763) 780 -4100 SITE DESCRIPTION AREA OF PROPERTY = 17.78 ACRES AREA OF UPLAND = 16.72 ACRES AREA OF WETLAND = 0.46 ACRES AREA OF COUNTY ROW. = 1.27 ACRES 5 PROPOSED LOTS ZONING EXISTING ZONING = NEIGHBORHOOD BUSINESS PROPOSED ZONING = P.U.D LEGAL DESCRIPTION Lot 4, Auditor's Subdivision No. 107, Anoka County, Minnesota; And The port of Lot 22, Auditor's Subdivision Na 107, Anoka County, Minnesota, lying Easterly of the Westerly 50 feet thereof and lying between the Westerly extensions of the North and South lines of Lot 4, said Auditor's Subdivision No. 107. SETBACKS COUNTY HIGHWAY PARKING 15 FT BUILDING 40 FT ADJACENT LOTS PARKING 10 FT BUILDING 20 FT. ROWVC /ME u NOTE: BLANKET EASEMENTS OUTSIDE ALL PROPOSED BUILDING LINES EASEMENT TO BE VACATE 120' BUILDING SETBACK 430' 1 0 sa.snrf roue PUBLIC TRAIL PUBLIC TRAIL LOT 2 MEn446 BELMEA BY GRAHAM ENV. r EXISTING TRAIL FUTURE COUNTY RIGHT OF WAY 40 BUILDING SETBACK 15' PARKING SETBACK 203°D- \ \ \ \ \ \ \ \ V ! I PROPOSED EASEMENTS TO 11 BE ACOUIREO FOR UTILITIES \ :ill ,II' i FUTURE COUNTY RIGHT OF WAY ASH MELT ANOKA Q°K^' I1114f'08 8Y PLAT M3 II FUTURE COUNTY RIGHT OF WAY EXISTING COUNTY RIGHT OF wAr PROPOSED COUNTY RIGHT OF WAY FUTURE COUNTY RICHT OF WAY GUAM N0 32 1 / re CORE 0 700 200 SCALE IN FEET 1 INCH = 100 FEET (22' X 34' SHEET 1 INCH = 200 FEET (11' x 17" SHEET PUBLIC TRAILS TRAIL EASEMENTS TO BE PROVIDED BY SEPARATE DOCUMENT FOR ALL PUBLIC TRAILS AND WALKWAYS. TYPICAL TRAIL EASEMENTS ARE TO BE 12 FEET IN WIDTH LOT DESCRIPTION AND USE LOT 1 LOT 2 LOT 3 LOT 4 1.07 5 GROSS ACREAGE = 3.99 - SENIOR HOUSING (APARTMENTS) GROSS ACREAGE = 3.83 - SENIOR HOUSING (TOWNHOM£5) NET ACREAGE = 337 GROSS ACREAGE - 7.14 - SUPERMARKET GROSS ACREAGE = 0.57 - RETAIL CROSS ACREAGE = 0.50 - RETAIL DEVELOPMENT SERVICES FROM CONCEPT TO COMPLETION PASSE ENQINERIN, INC'. CIVIL ENGINEERS • LAND SURVEYORS MOJNEAPOLIS HUDSON CAMBRIDGE (763)780 -4107 •.(715)381 -1150 • (763)689 -4042 W W W4XISSI- ERg.00111 rxRrB. LEPAT R.s OR REPORT arc uaxnacR rca SUPCPaSt I EA T A +irt 0777' , .00E tm. °>y oy HARP PRErsowrx DATE REVISIONS 8Y — 7(70/06 i 8479 077' COMMENTS - 6/23/06 12412L06 I R%7 RESUBMIT P.U.O. RECORD DRAWING COMFORTS V F l HOME PREIJMINARY PLAT axe P1 J PARKIN 11- / C /:,( at L2 f 40 BUILDING SETBACK 1111111Will I (904.9 DITCH) • 15 PARKING SETBACK 1111 X III I I i I i O I I' I REGRADE\\R DIRECT RU(J STRUCTUR NORMAL WATER ELEVATION 12" 9IN7 PIPE SIZE MOLL VARY NORMAL WATER ELEVATION PIPE SIZE AND LENGTH 9071 VARY GONG INTO POO 60 120 DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND INSIDE. REGRADE LOTLINE AR TO CREATE EOF AT 896. \ R. roan 6x1.2.! CV _95 .95. 85587 POND Nit 8 NNE = 90 EOF = 90 10 :•1 BEN TRENCH MI 1 ►1 LS G 57 -4# 906' 901.0 ; SOUTH HALF OF ROOF RAINS TO RAIN 9� GARD N > (904.5 DITCH) LIN GARDEN ,ELEV = 902.0 SCALE IN FEET 1 INCH = 60 FEET (22" X 34' SHEET) 7 INCH = 120 FEET (1I" X 17" SHEET) NF7L7RA770N AREA 1 TO OVERFLOW INTO INFILTRATION AREA 2 (904.7 DITCH) �;�R�POSk ,h47 /N /NG ,WALY \ P \ \ \ (898.0' \ \DITCH)N, V "\-� ( SPOT ELEVATIONS SHOWN ATVs BUILDINGS ARE LOW OPENING ELEVATIONS (904.3 DITCH) CURB CUT RAIN GARDEN ELEV = 902.0 f MIN O WEAR _L /�I� �899.4/ I�7 I D4CH),902\ I .I { I + I \ - r- _ I I11 EX. RET WALL lil l I EX. GRA VEL A • SEX. BID Raven AM SLOPED IVIERSECIMYIS �APMDx Mr SLONE NOTE 8 -672 CONCRETE CURB & GUTTER ALONG ALL EWES OF PARKING LOT. B17LAINVOUS NEAR COURSE Mn D07 2347 7.5" BITIAMINOLIS BASE COURSE. Mn DOT 2331 4' Mn D07 C2A5T V AGGREGATE BASE ACCEPTABLE B NOTE: TYPE C55 -7 TACK COAT SHALL BE PLACED BETWEEN BITUMINOUS LIFTS NOTE: THE PARKINGLOT SHALL BE CLEANED PR1OR TO PLACNG THE TACK COA7. PARKING AOT Witt V ED NOT f 1 I A / / 1 • UI. ry 511. 1 L1 \II ASH STREET • / _ (� ►r 1 ANOKA COUNTY RIGHy0F -WAY PLAT NO 48 LINO AND CUTTER 6' (ARMED AGGREGATE (F FLATRR CONCRETE RACK SECTION •-A O 51MF4CE TREATMENT - AFTER NOR AL CONCRETE TINNIG. EMBED AGGTEG470 MEETING TIE REOIMTEMENTS DT 5TEC. 3137 CA 70 ML*NaD 70 100 Z Or 7K MATERIAL T/7' 7n 3/8' IN 92E IN 7K GREEN CONCRETE. 770 EMDEN: D AGGREGATE SNAIL PROTRUDE AT LEAST 3/75" ABC. INf CONCRETE SURFACE DE 747705(0 AGOREGA70 MAY BE LK.N77 Y RINSED 70 WA95 MORTAR ON Or IL GSA/ NO 32 - SOIL TYPE DESCRIPTION SOIL BORING ST -1 ST -2 ST -3 ST -4 S7 -5 ST -6 ST- 7 57 -8 ST -9 ST- 10 SOIL TYPE POORLY GRADED SAND POORLY GRADED SAND POORLY GRADED SAND POORLY GRADED SAND POORLY GRADED SAND NA POORLY GRADED SAND POORLY GRADED SAND POORLY GRADED SAND NA PEDESTRIAN CURB RAMP Mrt NOTE YERIFY FIRE 5ERMCi LOCATIONS AND SIZES 111714 CITY FIRE MARSHALL. NOTE. 50D ALL DISTURBED DRAINAGE AREAS INCLUDING SWALES. AROUND STORM SEWER FLARED END SECTIONS AND OFF STREET 04701 BASINS NOTE." THE CITY'S PUBLIC WORKS DEPARTMENT MUST BE CONTACTED FOR INSPECTION OF ALL UTILITY MTIRK PERFORMED. NOM 5P07 ELEVATIONS AT GUTTERLRNE UNLESS O7HER0$ NOTED. NOTE: REFERENCE SITE PLAN BY ARCHITECT FOR PARKING & BUILDING DIMENSIONS ETC. 0 TYPE 8-612 CONCRETE CURB 6 GUTTER RADII ONLY' 1/2 D SCALE R DEC 1 3 200E CITY O S NOTE: PROPOSED BUILDINGS ARE TO BE SLAB ON GRADE EXCEPT FOR UNDERGROUND PARKING FOR APARTMENT COMPLEX. OF CORE PASSE ENGINEERING, INC'. CIVIL ENGINEERS • LAND SURVEYORS MTh81 APOLIS , HUDSON R CAMBRIDGE (763)780 -4100 .(715)381 -1150 (763)689 -4042 DEVELOPMENT SERVICES FROM CONCEPT TO COMPLETION MRVW.POSSC- eng.COm DATE REVISIONS BY _111° 1 -?W8 _ CITY COMMENTS - 6/23/06 - 1110 1 _ AAR.- - M75D COMMENTS 1771Di1_r.»�- W75D COMMENTS - 7/14/06 12�1_ARE_ . WPM COMMENTS - 7/21/06 11!OM 0757 COMMENTS - 7/11/06 _12/i'� 1_ RESUBMIT P.U.O. —RECORD RECORD DRAWING J MAW a7MP 7 ALAN SPECOCAO61 • OR REMIT MIS " Mr W07 ULCER or 0180! SxPER NC L•RS ® �T ��pp •' ' :- g7A6hl5Rs TAO Fr oAE smite x8[!51449 COMFORTS OF NNE GRADING PLAN MAO SCALE 11x0.67! OIL BORINGS BORING DEPTH GROUND WATER ELEVATION SOIL BORING ST -7 15.5' 899.1 ST -2 75.5' 896.1 5T -3 15.5' 895.9 ST -4 15.5' 894,7 5T -5 15.5' 894.7 ST -6 NOT PERFORMED NOT PERFORMED ST-7 75.5• 897.0 5T -8 15.5" NONE OBSERVED ST -9 75.5' NONE OBSERVED ST -70 NOT PERFORMED NOT PERFORMED ASH STREET • / _ (� ►r 1 ANOKA COUNTY RIGHy0F -WAY PLAT NO 48 LINO AND CUTTER 6' (ARMED AGGREGATE (F FLATRR CONCRETE RACK SECTION •-A O 51MF4CE TREATMENT - AFTER NOR AL CONCRETE TINNIG. EMBED AGGTEG470 MEETING TIE REOIMTEMENTS DT 5TEC. 3137 CA 70 ML*NaD 70 100 Z Or 7K MATERIAL T/7' 7n 3/8' IN 92E IN 7K GREEN CONCRETE. 770 EMDEN: D AGGREGATE SNAIL PROTRUDE AT LEAST 3/75" ABC. INf CONCRETE SURFACE DE 747705(0 AGOREGA70 MAY BE LK.N77 Y RINSED 70 WA95 MORTAR ON Or IL GSA/ NO 32 - SOIL TYPE DESCRIPTION SOIL BORING ST -1 ST -2 ST -3 ST -4 S7 -5 ST -6 ST- 7 57 -8 ST -9 ST- 10 SOIL TYPE POORLY GRADED SAND POORLY GRADED SAND POORLY GRADED SAND POORLY GRADED SAND POORLY GRADED SAND NA POORLY GRADED SAND POORLY GRADED SAND POORLY GRADED SAND NA PEDESTRIAN CURB RAMP Mrt NOTE YERIFY FIRE 5ERMCi LOCATIONS AND SIZES 111714 CITY FIRE MARSHALL. NOTE. 50D ALL DISTURBED DRAINAGE AREAS INCLUDING SWALES. AROUND STORM SEWER FLARED END SECTIONS AND OFF STREET 04701 BASINS NOTE." THE CITY'S PUBLIC WORKS DEPARTMENT MUST BE CONTACTED FOR INSPECTION OF ALL UTILITY MTIRK PERFORMED. NOM 5P07 ELEVATIONS AT GUTTERLRNE UNLESS O7HER0$ NOTED. NOTE: REFERENCE SITE PLAN BY ARCHITECT FOR PARKING & BUILDING DIMENSIONS ETC. 0 TYPE 8-612 CONCRETE CURB 6 GUTTER RADII ONLY' 1/2 D SCALE R DEC 1 3 200E CITY O S NOTE: PROPOSED BUILDINGS ARE TO BE SLAB ON GRADE EXCEPT FOR UNDERGROUND PARKING FOR APARTMENT COMPLEX. OF CORE PASSE ENGINEERING, INC'. CIVIL ENGINEERS • LAND SURVEYORS MTh81 APOLIS , HUDSON R CAMBRIDGE (763)780 -4100 .(715)381 -1150 (763)689 -4042 DEVELOPMENT SERVICES FROM CONCEPT TO COMPLETION MRVW.POSSC- eng.COm DATE REVISIONS BY _111° 1 -?W8 _ CITY COMMENTS - 6/23/06 - 1110 1 _ AAR.- - M75D COMMENTS 1771Di1_r.»�- W75D COMMENTS - 7/14/06 12�1_ARE_ . WPM COMMENTS - 7/21/06 11!OM 0757 COMMENTS - 7/11/06 _12/i'� 1_ RESUBMIT P.U.O. —RECORD RECORD DRAWING J MAW a7MP 7 ALAN SPECOCAO61 • OR REMIT MIS " Mr W07 ULCER or 0180! SxPER NC L•RS ® �T ��pp •' ' :- g7A6hl5Rs TAO Fr oAE smite x8[!51449 COMFORTS OF NNE GRADING PLAN MAO SCALE 11x0.67! f 1`I ' s __,� \ BERM 1190 5 (901.1\ 901.1 DITCH) RAINTA TO POND 2 0 O O (.9602 0,2 r'5100 •9_.) (902.8) tr(90 ryo (00.2) 0 (899. 0 ) 8 2___,_ 0UTLET'5TI ,ETUR \ 900 X98. $I YI \C\j� /� (898.\\4 900.0 -899.0 (8 I 903.8 V,V 900. �a- I 1 ercb X90 91) 6' • 01.5 RAINCARDEN 70 0 POND NAL > 903.0 Hit 4905.5 • E0i; # 905.6 ' 10 :11 BENCH = 901.0 -902.0 907 8 290 RFLOW TO POND i 99.: '' WETLAND DELINEATIS BY GRAHAM EIJV CURB..- o.2) ,v (90 00 0 0 --� 909.0 (904.1 DITCH) (904.6 DITCH) (904.9 DITCH) b II I - III v IY N I (905.1 DITCH) 1 1 99.0 902.8 %0' 903.7 (905.4 DITCH) (905.3 DITCH) (904.9 DITCH) ..0 75' PARKING SETBACK O 1 40' BUILDING SETBACK ¢ ' :I 779 11 II l I y l �11 011 11 =I; SPOT ELEVATIONS SHOWN AT REAP BUILDINGS ARE LOW OPENING ELEVATIONS REGRADE GOTLIN£ AR TO CREATE EOF AT 896. s1 1, v w ASSN =7Sl oNs. BMW 896.' ��r89• w :09 B-1TCH) L -I \ \ \\ \ \. I 1 �Y /pp` PosEti , INING , /REIR n' NOTE' VERIFY FIRE SERVICE LOCATIONS AND SIZES MTN CITY FIRE MARSHALL NOTE' SOD ALL DISTURBED DRAINAGE AREAS INCLUDING SHALES, AROUND STORM SEWER FLARED END SECTIONS AND OFF STREET CATCH BASINS 1401E: THE CITY5 PUBLIC WORKS DEPARTMENT MUST BE CONTACTED FOR INSPECTION OF AU UTILITY WORK PERFORMED NOTE: SPOT ELEVATIONS AT GUTIERLN£ UNLESS OTHERMSE NO7ED. NOTE: REFERENCE SITE PLAN BY ARCHITECT FOR PARKING .5 BUILDING DIMENSIONS. ETC TRE?NCH ' - LOADING _. DOCKS / 901.0 1 9 SOUTH HALF OF ROOF �1L DRAINS TO RAIN ' GAR' N > DITCH) LAIN GARDEN ,ELEV = 902.0 NOTE: PROPOSED BUILDINGS ARE TO BE SLAB ON GRADE EXCEPT FOR UNDERGROUND PARKING FOR APARTMENT COMPLEX INTERWAL ROOF DRAI TO RAIN GARDEN F.F.E. (904.7 DITCH) (904.3 DITCH) D 60 110 SCALE IN FEET 1 INCH - 60 FEET (22" X 34 SHEET) 1 INCH - 120 FEET or ` x l7" SHEET) INSTALL SILT FENCE .ROUND PERIMETER OF RAW 0.R0EN DURING CONSTRUCCON PLANTINGS - SEE 7757 8(7011 PLANT RAIN GARDEN DETAIL • ' SPACI.G I T OUTLET STRUCTURE, / RP/ 1X71 • .s4 ti? SKEET SLOW SOD AROUND RAW GARDEN 1 ROLLS HIDE UNCOIPAC70 NATIVE 50IL DEPRESS RAW 6- MIN FRON TERRA. 70 VOW R(C■6740E0 PLANTS: PWX TURTLE HEAD 0.41147 MEW. PLAN7 71429.2 8700007 GERAIM. HOS. 710741 STANDARD- RECONEN8E0 SHRUBS' SLAM CHOVEIN 07 RED -OSIER 0050007 LON BUSH 607(756011 AN .48(1*( HTORANGEA 8 7 MAX 50(57077 T DEEP SING/1- 56E00(0 NARDWDOD MULCH SOIL IPXNRE: NO MIMING OF SANDY 50LS 40X SEMI - COURSE W494E0 OR NATIVE SAND. 30X MNDOT GRADE 2 COMPOSE 400 30X 11.4770E 700501097 *07UNE). WSTALL SILT FENCE AROUND PERMEIER OF RAIN CARDEN DURING CONSTRUCTION PLANTINGS - SEE LIST BELOW RAIN GARDEN DETAIL PLANT a 5 SPACING (WITHOUT OUTLET STRUCTURE) / ;sz 1.• 4 Y LX3 SHEET FLOW 500 AROUND RAW GARDEN Z ROLLS BRIE UNCOMPACTED 0.771E SUB. DEPRESS RAW CAMDEN 6" MN FROM SURROuNDING TERRA. RECOIEN0E0 PLANTS PINK TURTLE HEAD partly, OBEDIENT PLANT TIM702Y 870800T CERAM. HOS7A ROYAL STANDARD- RECOMENDED SHRUBS: BLACK CNOK BERRY RED -0541 DOGWOOD LOW BUSH HONEYSUCKLE ANNABELLE 777DRANF{A I MAX SIDE5LOPE 2- DEEP SINGLE SHREDDED HARDWOOD WLCH SOIL 7066.477 NO MINING OF SANDY SOILS. 40116 SEMI -COURSE WASHED OR NA 774E SAND. 30.2 MN00T GRADE 1 COMPOSE AND 30X NAn0E TORSO/LBW VOLUME). RECEIVED DEC 1 3 2006 cm, OF LINO LAKES in- REVISIONS gy -111° 1 _ RMB _ OTY [07071(1175 - 6%13%06 - 1/WpirWTSD COMMENTS _11106 1_aWy__ W75D COMMENTS - 7/14/06 21210L1_A _ 11730 COMMENTS - 7/21/06 07SD COMMENTS - 8 /71/06 a/I2 _1_? _ RESUBMIT P.U.D. RECORD DRAWING 8' DEVELOPMENT SERVICES FROM CONCEPT TO COMPLETION PASSE ENINEERING, INC. CIVIL ENGINEERS • LAND SURVEYORS MMIAEIYOLLS • HUDSON • CAMBRIDGE (763)780 -41C0 (715)381 -1250 (763)689-4042 W WMLPOSSe -0119 CORI 67777(8. RM0i nre 705754 R6N 7TP �yl' co Y 7 R Hr .45 b•�ACtLX� =� r-- `T /0 702 COMFORTS OF HOME PRELMLIRY GRADING PLAN 778 7061771 GZ 3 E� POND 2 NIB - 900.0 NMI - 902 I tor - 902.61 10:1 9E7104 .7 900 0-9990 POND 19050 NW. 905.5 ECr - 905.6 ID./ BENCH - 901.0 -9020 Qi 744 pw. 9....., r.u-i N 31r. wee 1.5. ©164MOM . i0.1. xo .. or°4.s4K 02..'.x... a... of fee .4414 w ..w ...., 1w..n epee 2 es. On feet TABLE OF 431 04092$ WIMP M MC OF WOMB M.M.P 101-4 eue5rz e, emc Of 2 M 57N.1 M TN WM• •!T` WASa ,,,f• Mssw wIr 0@ Plea P.. IN a 40 r o1.ow MpeP Lc.. re r oath G...eMe 7 e o. r Owe w xoe. .A2.. o 0 , 44•4444. 24' em. e.m. ..low. r 9m. Gnawer 544 na 455 vex. 12 21 2. E 36 2 M ! I 1eo I2 i 1 16 e 20 a i.5 15 a *4 )a 1I.9 e. x1 21 34 4.55 0.5 41 69 s !i 1�4 ] 1A. . 7.1 s ]4 sz 3 53 ea 9.7 s5 iO a 114 n4 u5 25.i E4 25 z5 s.5 .x 55 el lE.9 MC OF WOMB M.M.P 101-4 eue5rz e, emc Of 2 M 57N.1 M TN New �, .4 45 :.:77.1.. 1k ,w. - ~w raw T SILT FFNL'E�6" MINIMUM 7 1/2' CLEAR AGGREGATE 2' BERM O SILT FENCE ti, .ADDITIONAL AGGREGA 7E PILE TO BE KEPT ON SI TE TO REFRESHEN ENTRANCE AFTER SOILING GRAVEL CONSTRUCTION ENTRANCE WITH BERM AND SILT FENCE NOT TO SCALE SOIL BORING$ BORING DEPTH ..- , r o... .50-01 0460464. w . .,1r ewe Poe 1a 11 M.1 ST -2 043 .1. weMM Co . 76 s• 6664 nom TO- ST -3 6.o1. Ce eaee. oe. 72 2a.3 m x 5 1 5e /4 ie 20 s3 7.2 o 20 ID 5 5 iia 5.4 u ne 1. . i� 2i :5 u 5s ii New �, .4 45 :.:77.1.. 1k ,w. - ~w raw T SILT FFNL'E�6" MINIMUM 7 1/2' CLEAR AGGREGATE 2' BERM O SILT FENCE ti, .ADDITIONAL AGGREGA 7E PILE TO BE KEPT ON SI TE TO REFRESHEN ENTRANCE AFTER SOILING GRAVEL CONSTRUCTION ENTRANCE WITH BERM AND SILT FENCE NOT TO SCALE SOIL BORING$ BORING DEPTH GROUND WATER ELEVATION SOIL BORING ST-1 75.5' 899.1 ST -2 15.5' 8961 ST -3 15.5' 895.9 57 -4 75.5' 894.7 ST -5 15.5' 894.7 5T -5 NOT PERFORMED NOT PERFORMED 57 -7 15.5' 897.0 ST -8 75.5' NONE OBSERVED 5T -9 15.5' NONE OBSERVED ST -10 NOT PERFORMED NOT PERFORMED SOIL TYPE DESORPTION SOIL BORING SOIL TYPE ST -1 POORLY GRADED SAND ST -2 POORLY GRADED SAND ST -3 POORLY GRADED SAND 57-4 POORLY GRADED SAND ST -5 POORLY GRADED SAND ST -6 NA ST -7 POORLY GRADED SAND ST -8 POORLY GRADED SAND 57-9 POORLY GRADED SAND ST-10 NA 9 100 200 SCALE IN FEET 1 INCH • 100 PEE (22 X 34" SHEET) 1 INCH w 200 FEET (11" X 17" SHEET) RECEIVED DEC 1 3 2006 CITY OF uNO LAKES NUMBERED NOTES: © INSTALL SILTFENCE PRIOR TO START OF SOIL DISTURBING ACTIVITIES. ® INSTALL TEMPORARY STONE EXIT PAD PRIOR TO START OF SOIL DISTURBING ACTIVITIES. ® INSTALL SILTFENCE AROUND PERIMETER OF POND AT THE FOLLOWING ELEVATIONS IMMEDIATELY AFTER COMPLETING POND GRADING: POND D 2 897.0 POND 3 894.5 O INSTALL CULVERT INLET PROTECTION IMMEDIATELY AFTER CULVERT INSTALLATION. • INSTALL STORM SEWER INLET PROTECTION IMMEDIATELY AFTER STRUCTURE INSTALLATION. (WIMCO OR APPROVED EOUAL) ® INSTALL RIP RAP AT ALL CULVERT OUTLETS ACCORDING TO PROVIDED TABLE. O BOX AND RAIN GAUGE ON SITE • CONCRETE TRUCK WASHOUT PAD. GENERAL NOTES 1. SEE SHEET F2 FOR ADDITIONAL SWPPP REOUIREMEMS. 2. PERFORM SEEDING FOR FINAL STABILIZATION OF DISTURBED AREAS AS FOLLOWS: 9. REPLACE TOPSOIL TO PROVIDE A UNIFORM THICKNESS. LOOSEN TOPSOIL TO MINIMUM DEPTH OF 3" b. APPLY COMMERCIAL GRADE, SLOW RELEASE FERTILIZER OF ANALYSIS 22 -0 -10 AT RATE OF 2 POUNDS ACTUAL NITROGEN PER 1,000 SQUARE FEET. c. INCORPORATE FERTILIZER INTO SOIL BY USE OF HARROW OR OTHER MEANS TO PLACE FERTILIZER BELOW GROUND LEVEL. d. APPLY MNDOT SEED MIXTURE 908 AT RATE OF 50 POUNDS PER ACRE WITH BRILLION TYPE SEEDER OR OTHER MEANS TO COVER SEED WITH 744 TO 34" OF SOIL. e. APPLY UNIFORM COVERING OF MNDOT TYPE 1 MULCH AT A RATE OF 2 TONS PER ACRE L ANCHOR MULCH 70 DEPTH OF 2 TO 3" WITH DISC ANCHOR OR OTHER MEANS IMMEDIATELY AFTER SEEDING. NO1E OEPENDING UPON CONFIGURATION. ATTACH FABRIC 70 679E MESH R/N HOG RINGS. STEEL P05T5 NM TIE MRCS 05 6000 P0575 677H STAPLES TYPICAL /NSTALLA770N FOR SILT FENCE N07 70 SCALE 0 RECORD DRAWING ti LINO LAKES, MINNESOTA fl • • ATTACHMENT 6 MEMORANDUM DATE: January 25, 2007 TO: Jim Studenski FROM: Marty Asleson RE: Comforts of Home SWPPP Review The following comments should be addressed: 1. This SWPPP must have the responsible manager listed and a 24 hour phone number that this person can be reached. 2. The SWPPP must address dewatering and ensure that no turbid dewatering is done to receiving waters. 3. An alternative /temporary pond should be designated and located on the plan. Dewatering using a temporary perforated outlet is acceptable. Final stabilization note should indicate stabilization will be done with the City native seed mix. Canada wild rye can be increased in the city mix to address any quick stabilization concerns. 4. The site plan must show the location of the SWPPP's location on the construction site, as well as weekly and post rainfall event inspection reports. An onsite mail box is recommended for storing SWPPP information so that the information is available to our storm water inspector. 5. All existing and new storm water catch basins must be protected with a city approved device. Infrasafe, Wimco, or a city approved substitute is required. Filter fabric will not be allowed. 6. The concrete washout area shown on the plan must be designed so that water and material does not leave the wash -out area. If the washout area becomes plugged because of concrete residue, than the washout area must be cleaned out. The developer must indicate to the City how these materials will be disposed (recycled) of. 7. The indicated rock entrance must be installed before grading occurs. A stockpile of rock is recommended to be on site for top- dressing sediment filled rock. Brock White -type "mud mats" may be a suitable substitute for the rock entrance. ATTACHMENT 6 8. All pond, infiltration, and rain garden areas must be analyzed for potential groundwater pollution. There should be at least 2 -feet of sand separation between the bottoms of water bearing structures and the normal high elevation of the ground water. 9. All proposed infiltration, pond and rain garden areas must be protected from construction traffic and compaction. These areas must be fenced off and built as on of the grading operations. Low impact equipment should be used to construct water treatment/pond areas. Soils must be loosened to pre construction capacity for infiltration if compacted. 10. All exposed soils, shall be covered and seeded to the City's satisfaction. All perimeter and areas determined to have an erosion potential, shall have fence, compost berms, or properly installed fabric socks installed. It is recommended to have a stockpile of compost or socks on site to quickly solve erosion issues. 11.AII SWPPP violations will have a 24 hour correction period. After this the City will take action to correct inefficiencies. This may include red -tags, project shut- downs, and outside contract for work to make corrections. All expenses will be charged to the project. 12. The developer should modify the submitted SWPPP (Attachments 8 and 9) so that: • under all of the paragraphs that start with "Description of... ". These should be described. • number 7, Construction Activity Sequence, #1 should say "Install and maintain...." • number 7, Construction Activity Sequence, add a #11 that says "protect infiltration and rain - garden areas prior top soil disturbance and construct as one of the last features. These areas will be protected by using fence." • number 8, Inspections and Maintenance, add after last * "* Install BMP's to prevent further off site discharges, make necessary changes to SWPPP." • number 8, add a* that says " concrete washout area will be cleaned out periodically and maintained as necessary." • number 9, Pollution Prevention Management Measures, under solid waste: add a specification that all containment structures be covered nightly and during high wind days. • I 1111 I 1 11 1 1 1 1 1 1 111mi LANDSCAPE LEGEND DECIDUOUS SHADE TREES 909 0 ORNAMENTAL 00 coNIFEReus TREES • DECIDUOUS SHRUBS ARO PERENNIALS_ GRAPHIC SCALE 0 30 60 120 ( RI FEET) 1 inch 60 It. RECEIVED DEC 1 3 2006 CITY OF UNO LAKES NORTH MELCHERT WALKKY LANDSCAPE ARCHITECTURE CIVIL ENGINEERING LAND SURVEYING 749 111GHWAY 10 HUDSON. WI 54016 PHONE (715) 366-7736 TAX (715) 305-7689 il= II= 11= REVISIONS: NTS 07-11-2006 SCHEMATIC DESIGN COMFORTS OF HOME LINO LAKES. MN LANDSCAPE CONCEPT PLAN I hereby certify 11101 thiS pion. eoecificotion. dreport iffos prepared by me of under my irect supervision, one that I om o duly registered Landscape Architect under the lees 01 the 5101e 011.4innesota Reg Numbe, . None Dote Date Project Number Drawn By IIGH Checked By RI..11 KEY PLAN L1 _ • Staff Originator: Environmental Board Meeting Date: Topic: Applicant: BACKGROUND: Request: Agenda Item 7B Marty Asleson January 31, 2007 Holiday Stationstore, Inc. Amend Conditional Use Permit Holiday Stationstores, Inc. Holiday Stationstore, Inc. has requested to tear the existing Holiday Stationstore down and rebuild on the site. Site Location: The Holiday Stationstore project is located on the existing Holiday Stationstore site at 7509 Lake Drive (Attachment 1). This is directly across Lake Drive from City Hall. The store is located in a General Business District. The total site area is 165,271 sq. ft., or 3.8 acres. The new store includes a car wash and retail store. ANALYSIS: Land Cover: Not surprisingly, the existing land cover is 70 -80% impervious cover in the used areas (Attachment 2). The back unused side of the station is classified as short grasses on upland soils. Rare and Unique Resources: None to consider Wetlands: There are no wetlands on this site. The wetland area that is shown on the map is actually an artificial hole that was dug years ago. Surface Water: All of the surface water from this site wants to go to the ditch just south of the property. This ditch flows directly to Marshan Lake. The water is received into the ditch about 1800 feet to the south (Attachment 3). • Referring to the submitted Grade Plan (Attachment 4), surface water runoff is directed to a NURP (National Urban Runoff Pond), out of that pond with a skim pipe (no elevation determined on outlet) into an infiltration pond, then piped to the south side of the project and released. Additional infiltration may be achieved if this piped section were replaced with open drainage swale with check dam berms and native vegetation planted. Recommend the City engineer look at this option. Access locations to pond and infiltration areas must be shown on the map. There are more parking stalls being proposed for Retail and Stationstore than are the minimum required. Parking should be kept to the minimum required. It would be beneficial if the developer would be willing to use permeable pavers in some of the parking areas, then it does not matter how much parking is proposed. Pump Stations: Pumps stations should be designed with spill- containment feature. Car wash: Car wash should drain to sanitary sewer. It is unclear from the map whether wash water is going to sanitary sewer or storm sewer. BMP's to keep prosperous and other car wash residue on site should be used. Previous car wash projects have designed pervious surfaces at the car wash exit. Recommend this design be looked at. Storm Water Pollution Prevention Plan: There are two pages that describe the SWPPP. Attachments 8 and 9 are called Erosion Control Plan and Erosion Control Details respectively. These two sheets should be called Storm Water Pollution Prevention Plan or SWPPP. Tree Preservation: The plans should include a tree inventory. The only trees on the site are trees to the West of the existing building. The trees are red oak, pine, and boxelder. The plan should indicate these trees as removals. Landscape Plan: A landscape plan is provided as Attachment 10. Sod planted areas must be irrigated. Top soil should be tilled as deeply as possible into existing sub - soils. Screening the western property line must meet 80% opacity. I would not rely on existing pines on the neighbor's property to provide this screening in that they are overstocked, disease prone, and storm damaged. Storm pond and infiltration areas should be planted with the City native seed mix and modified with enhancement plant plugs to achieve flowering forbs at a density of one every 5 feet. A planting schedule should be submitted with native seed and plants included. A contract with a City approved landscape company, that is knowledgeable and experienced in native plant installation and maintenance, should be submitted. The contract should cover installation and maintenance for 110 at least the first 3 years. If a burm is possible at the end of the third year, this should be included in the contract. A landscape plan should be submitted for the Retail store location. Lighting: There is no "Lighting Plan" in the submittal. There is a Tight level map submitted as Attachment 11. There is also a canopy, elevations & signage plan submitted as Attachment 12. A detailed description of all exterior types of light fixtures needs to be submitted including the intentions of lighting the canopy. All lighting needs to conform to the City Code. Canopy lights should be recessed into the canopy. OPTIONS: 1. Recommend approval with staff and Environmental Board recommendations 2. Recommend not approving Holiday Stationstore RECOMMENDATION: Option 1 ATTACHMENTS: • 1. Location Map 2. Land Cover 3. Surface Water 4. Existing Site Plan 5. Site Plan 6. Utility Plan 7. Grade Plan 8. Erosion Control Plan 9. Erosion Control Details 10. Landscape Plan 11. Electrical /Light Model 12. Canopy Elevations and Signage 13. SWPPP Memo • Holiday Store Attachment 1 0 1000 2000 Feet Parcels Holiday Stationstore • Land Cover Attachment 2 • 300 0 300 600 Feet - -- ri Holiday Location Parcels Holiday Land Classification Buildings and pavement with 76 -90% impervious cover Floodplain forest Medium -tall grass non - native dominated grassland Short grasses and mixed trees with 11 -25% impervious cover Short grasses on upland soils Holiday Stationstore • Surface Water Aid \-,,kmeo, • • 0.1 0 0.1 0.2 Miles Holiday_surface water 888 890 892 / U 894 896 A/ 898 A/ 900 902 /\/ 904 A/ 906 908 910 912 ® Holiday Location Parcels ti n / 66.6%;4494' 1 r '_60 • .le /' r l ...... eNWTs1A+. ° / to REMADt `� `'I / pb fr/ it ' �9 05 / /' eNGIN To LtlOOr• � // % ,/ �yi ill CONFIGURATION t' ,9• 7 i 1 .,/ / i I / 0 g — — — — 71 / W � 7 -J - -fir - -- +I ro 1,5 I BE COMPLETED. PRZCIti serrome STALL Coos' " 14...11. ;," / ® a Y 1 ( <: 4a 0 1. r EIIIIST'UI0 SIDTt TO DE RCLDCAT!P. 1111111 J_ ION 0 "�J� W,: o ` ` Pi t CURS AND .IN NEW _- - .. _ UT PAVIN !- MATCN M New DITIIT� .DRIDG . i VGMlNT PLANS. / • o I .4 4 •' M EXISTENT 01 APPROACH Tb RIMOV!D. SAW OIR AND Z ReMOVe PA NT. '+me ar + SAW CUT AND ',BLEND INTO NEW utlePRO VeweMS. 0 / NEW CITT STREET. REFER TO ENGINEERED PLANS ST SEH, INC. P ALIGNMENT AND DETAILS. T H r. as f • A %ocfe.4 ENSITES 719T Market IG Lan 1111E0R �• PlTweul•. NI11eee11 5,447 RECEIVED JAN 16 2007 CITY OF LINO LAKES W CC H O O Z CD Z m Z O w co J 0 CO i ALL ■0:6.0116 MATZO TO MOWS AND SHALL OP THIS PROJECT DIRECTED TO NOL■AT COIPANT, PROJICT MANSON osin ININISPO w N 1• •7 MEM PNO — PAi NOM aa1111 co a. Wus) I Iwr•b7 Certify Mal 100* pion. NpRolfl.oHon1 or report -0. prepared 0001 a w1M1 sal Ir1Y !! an ° dab boonood molar the laws d Rs SwN of IIi1N1°•N1a. Na T6]O6 a Robert 1 NO. DATE REVISION 0E1CRIPTION ClOna. • SON • SWISS 110 PIANISM DATE 01472107 P00.4. 440 . 1007 01 CONTRACTOR NDTC CONTRACTOR TO VERIFY EXISTING CONDITIONS_ NOTIFY OWNER OP DISCREPANCIES, itgTCN1 16 CURD GJTTPR AND PAVEMENTS TD EXISTING CONDITIONS. OR TO PROVIDE 7141 G1TY WITH PHASED TRAFPIG CONTROL FLANS AS NEEDED INSTALLATION AND ALL ALL RESTORATION, WAY. AND SIDEWALK 5175 AN LAYOUT NOTES SITE PLAN PREPARED FROM BOUNDARY AND TOPOGRAPNT SURVEY 57 501 CONSULTING EN51N0 15 AND SURVEYORS 551.250101 DATED 20 P01 2005 REFER TO ALTA SURVEY POE A001TIONA. EXISTING 517E INFORMATION CURBS ARE DIMENSIONED TO FACT OP CURB BUILDING, PUMP ISLAND COMPLEX ma CANOPY ARE LOCATED FROM THE SOUTHEASTERN MOST PROPERTY CORNER AND ALIGNED PARALLEL AND PERPENDICULAR TO THE EAST PROPERTY LIE. UNLESS SHOWN OTHERWISE ON THIS DRAWING, CONTRACTOR SHALL PROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS, AND EXPANSION JOINTS IN WAS ON GRADE, SIDEWALKS, AND DRIVES CONTROL JOINT MAXIMUM DISTANCE WALKS- 7 O.S., ALL OTHERS- NO' D.C. SAW CUT CONTROL JOINTS MIN. ONE - QUARTER CONCRETE THICKNESS. EXPANSION JOINT MAXIMUM DISTANCE: WALKS- 20 OC, ALL OTHER• 40' OL DOWEL ALL EXPANSION JOINTS MAXIMUM 24. 0.C. CONCRETE IN ALL DRIVE AREAS SMALL SE A MINIMUM OF P DEPTH WITH COMPACTED CRUSHED ROCK BASE BELOW. REINFORCE AS NEEDED *1114 PAP WELDED WIRE MESH AND/ OR 45 REINFORCING BARS A MINIMUM OF 1P 01. IVERIPT WI 5011.6 REPORT' CAULK ALL CONTROL CONSTRUCTION AND EXPANSION Jews IN CONCRETE AT DRIVE AREAS, TANK AR, DISPENSER ISLAND COMPLEX Ale CAR WASH EA CAULK AROUND ISLAND FORMS AND CANOPY COLUMNS. ALL APPROACHES AND REPLACEMENT CONCRETE CURB A15 GUTTER IN CRY ROW. TO Be INSTALLED PER CITY STANDARD DETAILS AID SPECIFICATIONS. 0' COSTING SITE CONDITIONS =WINO DISTRICT: TOTAL 517E AREIe 155,271 SF EX 555000500 PROPOSED SITE CONDITIONS R/W TAKING: 13.115 SP HOLIDAY STATIONSTORIS 52,575 SF PROPOSED RETAIL: 51557 SF GO GENERAL BUSINESS BUILDING SETBACKS FROM STREET 30' REAR YARD 37 SIDE YARD 10' 51 565 36% PARESIS SETBACKS FROM STREET 15' REAR YARD 10 SIDE YAM 10 HOLIDAY LOT PROPOSED 0050/71055 PROPOSED GREEN AREA PROPOSED HARD COVER: PAVED AREA. BUILDING AREA: C -STORE CAR WASH . 40,700 SF 51,571 SF 46,456 SF 5645 SF 445 56X 505 DL PARKING 5OIAREMEN7S PARKING REQUIRED 1/200 SF FM 2 STALLS 5 STALLS, 12 SRVJ'N7S., • PARKINS PROVIDED 'RETA1 LOT PROPOSED GOND1710N8 PROPOSED GREEN AREA 50638 SF 5111 PROPOSED HARD COVES 26,646 SP 49% PAVED AREA 22,446 SF MX ,. 10110546 AREA: 6500 SF TM ./ , PARKING REQUIREMENTS PARKING REQUIRED PARKINS PROVIDED 1/200 5P PM' 26 STALLS 52 BTAL1.6 $5510P�51P b I 1 1 I a— I i 1 IC 14 il7�i?e^ L /. [11-T / \ \\ \� / \ ♦ / / \ / r \\ / \ \� \ \ ✓ • ° r ■r atis*mR WWI • ©M •11•.0i■R11 E ° %1^I1 / 74 /st •/ 5y�. , , ' 4. -, \ / , \ �� % / \ / / . / \. a, unit►JI�R ° gout b hi��l MINIM Off' a i I H F • 50' 0 W 0 z 3 o _ 0 W N z U 517511.55055110155 1 LANDSCAPE / GREEN INFORMATION. RECEIVED JAN 1 6 2007 C;1 ,- LINO LAKES A-14-ac timi 5 INSITES LIE 0AMOCLAta5TA1EMOInT VIII• 'e'Pl,moulk. x1.Resela Sane 'la 1 761.111. MO OM 110 1.1 2 PARKINS SPACES. PAINT STALL LINES- 4' WIDE, HIGH VISIDILITT, WHITE SPACES PROVIDER 1121 SERVICE PON475 1261 7.71. 20-0 GENERA. SPACES 121 7.0'5 20.0' ADA ACCESSIBLE SPACE 111 7.051 20-0' LOADING SPACE 3 ADA ACCESSIBLE SPACE *1711 LOADING ZONE. PROVIDE APPROPRIATE 510NA0E AND PAVEMENT MARKINGS 4 PAVEMENT MARKINGS, STRIPIN5 AND/ OR TEXT. PAINT WITH M WIDE, HIGH 5151511.171, WHITE, PAINT. 5 BITUMINOUS PAVING. SEE DETAIL 9/1P2. STANDARD PAVEMENT SECTION A/PR1FY MATH 6r0 1M21 BerAllenlanatal 2' WEAR COURSE T DAM COURSE MI1.1 P CLASS 5 AGGREGATE BASE 6 7 WIDE, P DEPTH COLORED CONCRETE APRON WITH PAP, ID GAUGE WELDED WIRE MESH. PIGMENT TO DE INTERORATED INTO CONCRETE MIX PRIOR TO BEING PLACED. COLOR BLACK TO MATCH ASPHALT 7 P DEPTH CONCRETE SLAB ON GRADE WITH Per, 10 GAUGE MELDED WIRE MESH _. • P INTEGRAL CONCRETE CURB/ WAX SEE DETAIL 10/512. PROVIDE HANDICAP ACCESS RAMP. S INTERNAL TRASH ROOM PER ARCHITECTURAL PLANS. 10 111 17 N7. SITE AREA LIGHT PROVIDED BY CONTRACTOR ITYPI 105 LLOOCATIONS A10�FIUXTUURE DETAIL INS. PLANS R cowmen PIPE MOUNTED N ADA 'DISABILITY PARKING mix DETAILS SIGN A. 5. POSY/ =OLLALD MOUNTED NO PARKING' 5IGI1 12 POST MOUNTED 7RAPPIC DIRECTIONAL 51GNAGE SIM. TO DETAIL 5/612. 1PROVIDE 67 G.CJ A STOP SIGH PROVIDE 'STOP BAR' PAVEMENT MARKINGS PER CRY SPEC 5. 01E WAY', 90 NOT eNTeR' 1105 15 HOLIDAY TRADEMARK SIGN PER SIGN PACKAGE. SIGN DT HOLIDAY COMPANIES. FOUNDATION AND use BY G.C. A RELOCATED PYLON SIGN S. EXISTING HIGHWAY SIGN 14 PROM 5107 1401477 FROM coot WOK �G. PeR DTI- ,25H'Z 15 56-16 CONCRETE CURB AND corms PER DETAIL 11/512. 16 50-0', I04'-0 ISLAND COMPLEX CANOPY 14620 SG. P71 VERIFY COLUMN AND FOOTING 512E WITH CANOPY PLANS. CANOPY GRAPHICS PER OWNER 17 A 161 4'-051 10'-0' SS ISLAND FORMS PROVIDED BY PETROLEUM CONTRACTOR. CONCRETE FILL BY G.C. S. E65 FUEL DISPENSER PER OWNER C FUEL DISPENSER PER OWNER D. DIESEL 2151055es PER owns 1. SERVICE CENTER PER OWNER INSTALLED 57 G.C. 16 race AI7 NOSE WD 14TH SIGNADE PER OWNER Nl STANND RWITH CONCRETE SLAB INSTAL r CONCRETE F 11.10 PIPE BOLLARDS. PAINT Psi - DARK 5RONZe1 20 eLEC7RICAL TRANSFORMER PER MECHANICAL PLANS. G.C. TO PROVIDE 4' DEPTH IMINJ CONCRETE PAD. 21 STORM SEWER STRUCTURE A CURB INLET CATCH BASIN, mile AND GRATE PER DETAIL 4/512 B. TRENCH DRAM PER DETAIL 2/512 C MANHOLE, FRAME AND VENTED COVER PER DETAIL D. CONCRETE APRON W/ RIP RAP SPILLWAY PER DETAIL 22 SITE DIRECTIONAL 51GNAGe. CAR WASH 11011 WITH ARROW PER SIGN PACKAGE 25 OVERHEAD CAR WASH CLEARANCE BAR PER Dern1L 7/512. 53Y GENERAL CONTRACTOR 24 r DEPTH CONCRETE SLAB WITH HEAT MAT PER ELECTRICAL PLANS. 26 121 AUTO • WITH CURS INSTALL PER MANUFACTURERS SPECIFICATIONS. PROTECT WITH P PIPE BOLLARD II REDS, AT Peon CORNER PANT DARK BRONZEL 'TRASH CONTAINER BY HOLIDAY COJ 26 BIKE RACK 27 4'-P PVC SLEEVE UNDER PAVEMENT AREAS FOR IRRIGATION L15105 venter SIZE AND LOCATIONS WITH IRRIGATION CONTRACTOR PRIOR TO MSTALLATIOH L 11-PIPE EOU ARD PER DETAIL 3/512 26 4" DEPTH CONCRETE STOOP/ WALK 30 EXTERIOR PAYPHORE W/ 4' DEPTH CONCRETE PAD PLUSH Wf14 FRONT SACK -OF -CURB. PROTECT WITH P PIPE BOLLARD 12 REDO, l CORNERS, PAINT DARK BRONZEL SEE DETAIL 6/512. 51 CONCRETE CURIA ISLAND 32 P DEPTH CONCRETE APPROACH PER DETAIL 1/5P2. 35 CAR WASH 00 EXTERIOR HOOD 5001.0 MANUFACTURERS SPECS. PROVIDE TRASH 54 CAR WASH 'COUNT-DITTO DRYER 711011 PER CAR WASH MANUFACTURER Holiday W < 0 o co CD Z g Z O w co J 0 Z CO J ALL WESTING RELATED TO 6D 1115 AO CORSTRUCWION OF 7N1 PROMET MALL SE DIRECTED TO HOLMAT COWART'S 150,ACT WHAM 4▪ 057 ets5 etml 11112Rr Me e 1 s1 MO P AR MN PIMA I hereby certify Mal Ow p115, epe0[rlaa,tar5 or report 'roe prepared by me or under Wry *real .gero,elaq *4 that 1 on duly liawred Landscape .AAPmlaem antler the tall' eT the Stare of M11ewMa. Signed Robert .1. WW1 NO. DATE 'syntax 0e6CRIPTI0N rnPnama )ass - MUM em NAMING DATE 01/12/07 PROt. ID. 2007 00 • • CESER•L1 1. Coo. r. w .4715 •140 0.6144 4.1601 NO. *51401- NNW w 1.16 61.1.10. (0144. *45. 4 appro. 5660. •05.6 w Irwr .05 1•Pµ8 0514 pr.. eery Mb 'w.t •5 1411, 1161 w 44. w 44.(11 79 1011 5.1451 1510.1 .11.4• Y phew w ..0*. C. 1 .4.5 w•.q Y 61440' w no. .1.14. w 1111 411 14540.45.1.5. 5. 2. OW. 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IMO= MEOW •1Q i O 1' RN 1 OOP .5 1 Po. 001 0 .5 .1ww.14' m. 4' mat f.S 5.1* u4 115 .5.5 SECTION A-A STANDARD SANITARY SEWER OUTSIDE DROP 5•1111117 10.051 1. SP 45. 5.40 -0•.47 Seim** N. 6w 5240! ...545 ow* (LC) 156110 P1 r 4 4.514•.•5 maws low NnlSa . 1•.5 550 4 wsWS ww s o 04 M 1▪ 60 S.bPO ...PO 1.5. 5.5.51 p51 4W W 11w s • pow •44 O 17160. P� P4l sbOw1.454414 I.. rr . 1.1 s. MC so. 04..09 5. AST11 Dna. 44 4 0C 414 . • 041..46 ',wryer 0.. 401501. ..1.5 roan. 1151 04 07351. 2. OOSL 0W 0111. .4 ••■•• woo wb.w o .470* 1 50 Iww15• 1.4• Fort 010.0010. w Maw. 815... 61.1.5515 In 0w6w• O.. .1 w. 100 Iwo 50. 5 4.014 w w W v. 01..•1. 5091 55 M w owe . 40 0. 4pw 5111 sows MOO • wr 011 Iwo w wM M (Hw44 R�1fIMa • ..pw. .151) w 40.4 3. Pow.. 1. 0 .1561. won - ■ 0 1 11 610 w I1wwY RWa .1%5206 0 w ow. 411514 w Wgl44w w -5. pwr m -D w. 55.71.0 .•111. 44.4.11 fi Nw1.51 . 11.1151.1.7.554• w 1.. 5. W 40.000 •■■• .••••• 414.47 rw 454 prowl.. w •••• 11..51411 .114.5.•• *5 4 • ..b r 407 1 . 105 4.401) a 445.11 g m. .aw •5.•.41 Wiggled. O.1 0. Noe le w wish 4 47.11 Salim 1111 Is pw..w*w 14.0 r Is•Nos 5.•m••• NOON. 1.154 Or 1i1 T4. 51 1154 1060......0 ewes r5. 0.4 •44 5 wr. w.Yw bw4a • ;NBT °511 #0.2 °}��l tl p p' tri 165.5109,- RFrF1VED _ 2007 /nv OF UNO LAKES DOSS NV. 502.52 TNTOAUCE NU ®t 1i16,25!'OIQ C LL BEFORE YON Co -1 / I SAN. S. =MOM II MN. w 605.66 pI 1 NEW CD 06 TOP 510.7 INV. 503.25 COORDINATE NEW UG GAS. SERVICE WIIII UTILITY COMPANY TOP 500.2 04V. 002.11 ti .1111- TOP -000 ,.- SAN. IN S 8CL OP 504.7 NEW MN TOP 0113 INV. 503.45 INV. 103.14 TOP 005.0 INV. 505.10.11 TOP 500.7 044. 004.20 INV. 50315 ii G 5. CLEANOUT 604.40 76.1. FIELD VERIFY INVERT. 1. AND LOCATION PRIOR 10 7NG SAN. S. TOP 000.1 INV. 404.75 U 6 • 547 5 Af6P) rtiffif to .5w wwwR..G W < 0 0 w cn V, 2 Z vi 0 w J 0 Z CD J ALL .5441725 4 RG AT03 TO MOONS NC CONSTIWCTION OP TINS PROM= 040 5C 55150703 To 00.10*T COMPANY% PROMO' MANAMA 407 WEST 0014 STREET 155461651. 1501 5sw7 NMONE. OW 810-• PAM 040140.1575 1 WEL.. OR M. moo= n0OR OMON N WOW .11410011 0O w • OED 1.4. YL 5*aS00M TIME O. 140E 11.. L •••••• 00051 /12107 INC. 110.5 23.4 NO. DAIS REVISION 0E00R/PTION 004-407 7004 • panes 111* 1L/Iw55 DATE 0052/07 PR0.. NO 2007 01 'V/Tc3 • inuM Noes Refer to all o1Mr project plan* and information related lo !his work GRADE PLAN PREPARED PROM ALTA SURVEY 01 763-7116-4570 Cenndting Engineers and SurwYOrs Dated 2/20!08 Revised 312106 Camleetr shall verify all toasting and proposed elevations prier to start of construction and notify miner of any conflicts. Contractor shall locate end unify dl ullitios which may affect this work and notify owner of changes. Contact Iota uNty companies for enact locations prior to eemmoncig Work. Camoetr shall take Moas0a7 procaSNO* to prevent silt and debris rtrreff during grading opero1RO*. 1.e slit from, straw bale, 510.) Refer to Holiday's specifications/ 6eatech report for curb, approach, bituminous, and minaret* profile, as well c, additional site standards rotated to this project. Contractor shill verify critical elevatia* le er*ure eanfor once with grading plan, particularly Mtn walk ad/ er pavements to ronmi. Moat earning grades a approach, along properly Knee and construction limit 141s. Restore dl pavements that arw ID remain to their original, I not betlr eondlion. Notify owner or any conflict. If requested by ewr*r, Contreaor shall install PVC Beeves ceder drive creels. Coordinate ass and location of Newer evil, 050.0. Areas not lo be pored and 1e to landscaped Mal receive minimum of M depth of compacted tepseL All elevations sham within the drive areas will be lop of pavement. Top of cabs Mal be 4• IDS-12 curb and gutter) or 61 186.12 curb and gamer' above drive grades. Refer to plan for NI Weil restoration shall be date in earphones with city street n'pfovemonI policy. Pni•` -+ 515*5 SSE Pleer 1lw1Uah • ■12.6 ft./ ).05 &.d .E Weuh Ptmr EMVa1*n • 912.1 too BglIaLKARK 15v SWUM MANHOLE 3E SOUTHEAST OF WESTERLY PROPERTY CORNER ELEV.- 005.55 f g)(ISTING SITE CONDITIONS ZONING DISTRICT: G5 GENERAL BUSINESS TOTAL SITE AREA, 765,271 SP EX HARDCOVER PROPOSED SITE CONDITIONS RAM TAKING: 12.575 5P 82 HOLIDAY STATIONSTO05 52,679 SP 512 PROPOSE RETAIL• 55,567 SP 362 BUILDING SETBACKS FROM STREET 30' REAR YARD 30 SIDE YARD 10' PARKING SETBACKS PROM STREET 15' REAR YARD 10 SIDE YARD 1d HOLIDAY LOT PROPOSED CONDITIONS PROPOSED went Atte& PROPOSED WARD COVER PAVED AREA: B ULLDOIG AREA: C -STORE • CAR WASH • 40,700 5P 51,171 SP 46,436 Sr 5543 SP 442 562 502 62 PARKINS REQUIREMENTS STALLS PARKINS REQUIRED 1/200 SP rA• 25 PARKING PROVIDED 25 STALLS, 11 SRVPMB. JtETAIL LOT PROPOSED CONDITIONS PROPOSED GREEN AREA: 30639 SP 512 PROPOSED HARD COVER 28,549 1K 462 PAVED AREA 22,445 SP 302 B UILDING AREA 6500 5P 112 PARKING Reountektewrs PARKING REQUIRED 1/200 SP PM 29 STALLS PARKING PROVIDED 52 STALLS 43. y ��y� 1 yf M -1-tac rnent 7 INSITES 5TE RN41•a 1.V OSTAr5 tefR5CI 5075 N4rrrr Lose Nort..9•lt. 12 713 P17e0•t.. NI0•e•o55 55047 Rec €inn JAN 16 2007 CITY OF UNQ LAKES Holiday T .. TOP ROILS WV. •02.02 d BT TOP 0002 INV. 102.18 i TON .105.0 INV. — • ■ .:: V. .I j O O „1 Mai t 111 11,l11111111■I111a\1MIIMINI IC INVIMMI=OzMiliMIN%-t/ism is 5 TOP 505.7 INV. 50514 TOP 505.0 INV. 555355 TOP 500.7 WV. 004.21 •0.32 I►, rt_ s W TOP WOWS TOP 100.56 INV. 104.56 Ma. same* TOP 500.1 INV. 104.74 • S T O R M W A T E R P O L L U T I O N PREVENTION k Apply is and .Main of needed Mom ma permits hao• 51. appropriate doh. county and toed goo mmentd agency. ---•I P01 ILK Pm.enl' Phu fSWPPPI The SWPPP includes this narrative, Nu Grading, Utility, and Erasion Central Plan, and the DIE sheets. Keep a copy of the SWPPP, all Moangwi 10 N, and inspections and maintenance records at 5w sae during the construction. ALL SILT rrNCE MUST BE INSTALLED SY THE CONTRACTOR AND INSPECTED ST THE CITY PRIOR TO ANY SITE WORK. CONTACT PROJECT MANAGe3 HOLIDAY STATIONSTORES 4567 AMERICAN BLVD. BLOOMINGTON. tai e992- 550 -1SBM F.r05iDn Control Notoo Garotter Mall take mummy precaution. to prevent a6 and debris nun-off during grading operations 6.e. .M fence, rock d&em, M4 Contractor .ha istd d erosion mad measures prior to commenamant of any site grading. On a daily basis. Centres—Mr .hd aped and mentor erosion control devices through au the .mar. conMrudon period mail all comment. hove been installed and loed•cape are hove been sodded and stabRved. M antra:tem shall remove .mum sell from time an a construction vehicles prior to WaJng the construction .ate. All seamed en .troll mat be renewed by the responsible contractors each day. She Ihdl be re-vegetated main 46 Hare of rough and fled grading- .0. Land.aape Plan, Sheet Lt, .hen provided a pal of eenlruelian document set. During extended gredbhp operation mooed sass Mal be mated rah dean Mow mulch to prevent .dena sot acs and *MP erosion On .a. telpOr0ry .all s40R6105 If .hewn an NM Pon Sheet, are suggested areas. Any ams.e ail Mall be trucked off Ms to seen as een.trudhn films. M sells removed (roe elle shall be No ▪ management Stook manag piles shall be protected against era.kn from wind and rater. When at all p...aile, Contractor .51011 construct .tam retention/ erosion coma bestial prier to iiti 1109 site work. All .tie moor Qom .Mod be Mooted into temporary basin* to e liminate suspended coach IW, sack from Moving the eawruetion .re. When permanent Ma*n eater basin are Designed for dm storm water many.nsnt, Contrad.r.hat construe .arm retention basin a tired priority, before initiating overall grading operations and the inedloran buildings or .der sic food re.. At lime of campaign .f project, coeroetor shall excavate all widen' from the basin s reheat grod•s per plan gDaZ Periodic maintenance or the .tam panda w6 be required during carsa'u 11001 The inch rsneo ant be the responsibility t the contractor. All leak areas Ma are to be molded shag be staked an .lap.. greater Math 5d, as wW m in coinage .wales. Arco. to be seeded .halt be mulched inene6MMy spa seed applsaia. Hydrostat.% wit m..d is acceptable provided 1oe each end ...d Malaial le reapplied In diodrbed areas in o ..sty manner. Shedd hydra modelig not robin .oate In complex drairog• area. and .rdma, contractor shell install fireus note air sod to mitre acceptable vegebedve covers are In phas.. Note that .M f.n.s and rocked areas may roman In place in problematic arum Cantrocter shall maintain seeded and sodded am* and awn arms are fully established as stator Me for del' ieie ndaa afar each stem event. -Contractor to respon.SNe for flushing are rema0ng w deposits from all eft Moron maim when requested by ease er other moaaaPatgi.s and at lam of project earpietia. -Refer to all ether project pas and kdantimn related to Ni. work Vegetate Preservation Neter Corroder and evoke Best Management Practices to prevent she km during prel.al. ematretsn Preserve mainly vegetation by initialing work some that Malt Mr amunt a .M Nat M dskrbel during wieu0 phase. of M. protects �..• CONSTRUCTION SEQUENCE * INSTALL EROSION CONTROL MEASURES *INSTALL STORM SEWER ▪ INSTALL STRUCTURES •INSTALL PAVEMENTS * INSTALL LAWN/ LANDSCAPE *FLUSH STORM SEWER MUM EROSION CONTROL MEASURES ONLY AFTER AU. PAVEMENTS NAVE BEEN INSTALLED AND ALL 5011.6 NAVE BEEN STABILIZED 1 s" !:. 6 • 05' .�5 ' 0 6 <NN1memo main-.- I J m - -- ..om• iSMIIIIIVIIIIIIII*MIIIMOMIMIIIIM I le illMilliMIEVMENIME WWI a. ` a l,„ ; J • i r, i t , t . t J I — . -r - -- -- - - - -ri bi P1 it • any -- -1 - _ I ! i $' if' II 1E� . p - IiI11I$ . 1 aillitil 12 f A CXISTING SITE CONDITIONS ZONING DISTRICT: TOT SITE AREA AMoc hmeirle 8 RECEIVED .SAN 16 2 0w..../A-- SI'T CITY OF LNO OS GENERAL BUSINESS 165,271 SP 15.615 SP HOLIDAYY�5T TIONSTOR0 62,676 SP ;PROPOSED RETAIL: 66,567 5P BUILDING SETBACKS FROM STREET 50 REAR YARD 50 SIDE YARD 10 *acrims.Lumeagmeason 51 561 561 PARKINS SETBACKS FROM STREET IN REAR YARD 10 SIDE YARD W PROPOSED meets AREA PROPOSED HARD COVER: PAVED AREA BUILDING AREA C -STORE • CAR WASH • PARKING REOUII0GMENTS PARKING REQUIRED 1/200 5F PA. PARKING PROVIDED jtAIL LOT PROPOSED CONDITIONS PROPOSED GREEN AREA 50656 SP PROPOSED HARD COVEk 25,641 SP PAVED AREA: 22,4411 SP 5UIL.DING AREA 6500 SP PARKING REQUIREMENTS PARING REQUIRED 1/200 SF FAA PARKING PROVIDED 40,700 SP 51,676 SP 46,456 SF 6545 5F r tai ! G - w N O z 1= C 411 O R -r H 00' 441 561 S01 61 25 STALLS 26 STALLS 511 401 551 111 26 STALLS 52 STALLS bar IL a Me tb S•Itte 314 alb, MI.....l. 514.7 747 mere. r4 W < 0 O W CO 2 Z Z y O Y J O I— Z co J ALL OIE0TID/5 IMAM TO MOOING MD CONSTRUCTION Of MM PROJECT MALL RE Data= TO HOLIDAY 00IPANTI PRDiCT MAN IER 4M MOT 001 enterr ONISM LIF. MM 004N Mora IMO eto- FAR NON 111104P7s Z -J c• •-6 O Z -J CC p a. 11J hereby certify War this plan, specification, or report was prepared by me Or under my Greet mlper*Oiay and that I am a dilly Ikaree1 Laa.oeq. ism*, O4. Web of Ina Stole of Mk0100oto. Nat 1006 Robert .1. Mahe NO. DATE 0EY1510N DESCRIPTION 0100101 1806 - em11a. Ole RAM* DATE 00012/07 PRO1. 00. 2007 Ot • MODEM LATHE SHALL BE NAILED SECURELY TO THE POST MEMBER 1O SECURE FLIER FABRIC. rx4'x S LONG POSTS. 6 REO'D. 2 x 4' HORIZONTAL MEMBERS CONTINUOUS AROUND 1CP. FASTENED TO EACH POST USING 2 -200 COMMON NALS SILT (GEO1EX10E) FENCE, AS SPEOFIED. BOTTOM ... C OF FABRIC TO BE BURIED TO PREVENT UNDERWAS -WIG. 3/4' CLEAR ROOK 1' DEEP x 1' wDE CONTRACTOR TO SET POSTS AND FABRIC AROUND THE BASIN DURING ME BACKFLUNG OPERATION. SS Al D SHAPE OF INC BARRIER SHALL BE 11 05RD TO FIT STRUCTURE. SILT FENCE TO BE PLACED AROUND DUAL PERIMETER. TOP K SILT FENCE TO HAVE 12' MN. CLEARENCE 10 Em5TNG GRADE. STANDARD DETAILS EROSION CONTROL AROUND CATCH BASIN SILT FENBISt1 CE c 1 pD Pugy ayyes.� H:Ry0 . •I. �j'�j6 . ' is SI. 5%���. f.4.. Ve�w••_••e •ells 4i ��•r!f •' e 0'M VA q0 6" MINIMUM DEPTH - 2' WASHED ROCK 18' MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK STANDARD DETAILS ROCK CONSTRUCTION ENTRANCE Overlap geotaxtlIe fabric 6" and fasten at 2' intervals Mon 2- x 2' wood or steel fence post. 6' max. spacing Wire mesh reinforcement. Std. field fence, min. 30' high. max. mesh spacing 6- and min. 14 1/ 2 wife Ceetestle fabric — overlap fabric 6' and fasten at 2' intervals Loy 5*brie in the trench Fabric anchorage trench MackIlil trench with tamped natural soil Extend wire mesh into trench Support in—situ soon or cement manor as specified 6" MIN. Notr Attach fabric to mire mesh and support posts with rings or wire ties 1 STANDARD DETAILS SILT FENCE HEAVY DUTY STANDARD DETAILS INLET PROTECTION AROUND CATCH BASIN RECEIVED JAN 1 6 2007 C[�YOFUNOlAI S 2' s 2' wood or steal fence post 5' maximum spacing at 4' moxileam spoeirp Gpetestile fabric — overlap fabric 6 and ie inn at tr intintervalintervals Loy fabric in the trench 211 � I sail with Support post anchorage in —situ sal 6" MIN. Nate: Attach fabric to support posts with lath and stapies STANDARD DETAILS SILT FENCE 1 ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) OVERLAP END JOINTS MINIMUM OF 6' AND STAPLE OVERLAP AT 1.5' INTERVALS STAPLE DENSITY SHALL 85 A MINIMUM OF 3 U— SHAPED 8'. 11 GAUGE METAL STAPLES PER SOUARE YARD (THIS MAY VARY AS DIRECTED BY THE OTY). ANOlOR 1651401 1. CNC 6' x 6' TRENCH 2. LAY BLANKET IN 'FRENCH 3. STAPLE AT 1.5' INTERVALS 4. BACKFILL 541H NATURAL SOIL AND COMPACT 5. BLANKET LENGTH SHALL NOT EXCEED 100' 111THOUT AN ANCHOR TRENCH J OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6' STANDARD DETAILS EROSION CONTROL BLANKET INSTALLATION Av-1- ochrrert- cT INSITES viE NAMw1D N Lan. EAMMIEG- 1021 N•r ►.r 1...e 50r11 . 5.1141.11 15 •1r•••26. 1e.01. /61.12*0 1.5400 W CC gal 0 0/g) Z O Y J Q [1— O a Z / rj ALL 4x1[57)005 RELATED 1a MONO MD CONSTRUCTION OP TIES PROJECT MALL OE DIRECTED 10 HOLIDAY CNPANri PROJECT MEAGER 4267 wear ROTE 61601 IMt*raIA W *0407 NMNS HTIM 1.104.44. PAR INN 1135+070 c O O L r._ O O L 0 W U NO. DATE REVISION DESCRIPTION common 1000 - NMI* ene RAMSeO DATE 01512/07 PR0.1 00. 2007 01 • • • gyp. { %26 J MARGARITA YEW J AUTUMN BRILLIANCE SERVICEBER 4 depth dreaded barb ,aad1 it PignlnS area Pie filbr Eebrie ergarae .auld.e. p AUTUMN BRILLIANCE SERVICEB l LA NORTHERN PIN OAK III ■ iIEESE ® WSW (5 l O O ® f 4 r --a.l ..." --.. !rte 111111111111111111•1111•1511141M1101111•1111111 l■ ■u•••••• i"•••■ OIIII• UJ G LJ hEMERALD TRIUNP depth shredded berm mulch In plO1ab'B area. No Mr fabric under' *yank molded P7Nb 'Mee penmen ban and fed NOTES: RECEIVED JAN 15 2007 CITY OF LINO LAKE - CONTRACTOR SHALL OBTAIN ALL NDCESSARY PERMITS FOR PLANTING WORK LANDSCAPE CONTRACTOR SMALL VERIFY ALL UTILITIES WHICH MAT EFFECT HIS WORK CONTACT GOPHER STATE ONE CALL / 454-0002 PDR EXACT LOCATIONS. - LANDSCAPE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHERS AT SITE AND COMPLETE HIS WORK PER OWNERS CONSTRUCTION SCNEOULE. • ALL PLANT MATERIALS SHALL 6E GUARANTEED ONE N FULL TEAR UPON TOTAL COMPLETION AND ACCEPTANCE NT OWNER WITH ONE TIME REPLACEMENT AT APPROPRIATE TIME OR UPON REQUEST OF OWNER - REPLACEMENT TOPSOIL SHALL PE CLEAN, FREE OF STONES, WEEDS, AND OTHER UNDESIRABLE DEBRIS. • PLANTING SOIL MIX (INCIDENTAL COST ITEM( L MIX 1 US. 5-20-10 COMMERCIAL FERTILIZER PER CU. YD. TOPSOIL 2. THOROUGHLY MIX 1-PART SAID AND 1-PART PEAT MOSS WITH 5 -PARTS PeRT1LIZER AND TOPSOIL - use PLANTING SOIL AT ALL LOCATIONS PER DETAILS THIS 8NE0T. • TOP SOIL SMALL BE A MINIMUM OF 4• DEPTH. LANDSCAPE CONTRACTOR SMALL VERIFY TOPSOIL DEPTH AND NOTIPT OWNER OF ANT DEFICIENCY. - SOD SHALL BE CULTURED WITH PREDOMINATELY KENTUCKY BLUEGRASS SEED OF RECENT DISEASE RESISTANT INTRODUCTIONS. NO GUARANTEE ON SOD EXCEPT ANT SOD NOT SATISFACTORY AT TOR: OF COMPLETION INSPECTION SHALL BE PROMPTLY REPLACED PRIOR TO COMPLETION OF JOG STAKE SOD ON SLOP!! 5t1 AND GREATER - smite MISTING CONCRETE/ ASPHALT AREAS ARE TO BE REPLACED WITH LANDSCAPING. PROVISIONS SHOULD BE TAKEN TO COORDINATE EXCAVATION OF SUBSOIL TO A DEPTH OF 2' CORN GRADING CONTRACTOR REPLACE WITH 4' COMPACTED TOPSOIL. ALL AREAS TO BE LANDSCAPED AND SODDED SHALL BE GRADED 5440078 AND EVER • LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR SODDING ALL AREAS WHICH ARE DISTURBED NT CONSTRUCTION INCLUDING ALL R.O.W. AND ADJACENT PROPERTIES. LANDSCAPE CONTRACTOR TO INSTALL VALLEY VIEW, 'SLACK DIAMOIO" EDGING AROUND ALL PLANTING BEDS AS NOTED ON THIS PLAN. - USE SHREDDED HARDWOOD DARK MULCH INSTALL M DEPTH. NO FILTER FABRIC OR EDGING AROUND ALL TREES LOCATED OUTSIDE SHRUB BEDS. • GRAVEL MULCH SHALL BE 1-1/2' DM 'RYAN RED ROCK. INSTALL 4' DEPTH WITH APPROVED went FABRIC BARRIER AS INDICATED ON THIS PLAN. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR IRRIGATION SYSTEM DESIGN AND INSTALLATION PER CITY LANDSCAPE SPECIFICATIONS. DESIGN SHALL BE APPROVED NT OWNER PRIOR TO INSTALLATION. IRRIGATION DESIGN SHOULD ENCOMPASS ALL LANDSCAPE AREAS WITH SOD AND/ OR PLANTINGS, PROM CURB TO CURE. RAW. SHOULD DE IRRIGATED FROM SPRINKLER HEADS LOCATED vanes PROPERTY BOUNDARY. CARE SHOULD BE TAKEN IN VICINITT OF ALL WALKS AND DRIVES TO NINON= OVER SPRAT. IRRIGATION INSTALLATION SHALL NOT INTERFERE WITH CITT WALKS AND TRAILS. COORDINATE INSTALLATION OF ALL PVC 5LE!V! UNDER DRIVE AREAS WITH GENERAL CONTRACTOR IRRIGATION CONTRACTOR SHALL MEET WITH PUBLIC WORKS PRIOR TO INSTALLATION. - IRRIGATION SHALL D! INSTALLED PER cars IRRIGATION POLICY. = IRRIGATION SHALL 5E REQUIRED TO NAVE RAIN SENSORS. LANDSCAPE CONTRACTOR SHALL CLEAN ALL PAVEMENT AREAS AFTER ALL LANDSCAPE INSTALLATION I5 COMPLETE AND ACCEPTED NT OWNER GENERAL CONTRACTOR TO SWEEP PAVEMENT AREAS PRIOR TO TURN OVER TO OWNER LANDSCAPE CONTRACTOR TO Seep DISTURBED AREAS AS NOTED WITH MN DOT GRASS MIX 500. SEED Pee MN DOT De510N SECTION 5576 VIBURNII t\' \\ ;/ \ \ \\ V"\ �. / • / / - NORTHERN PIN OAK 8 I EMERALD TRIUMPH VIBURNUM MI BLUEBERRY DELIGHT JUNIPER TREE PLANTING DETAIL NOT TO SCALE acv° `* 10 SITES AM MANIOC WfCAMAICIe1ELRRE• 1015 11••ber Lana Meath . Sella 114 P17eea lb. 4- 1 1 t• 1+147 7WE i.81lel a PLANT MATERIAL ONTY. SIZE ROOT COMMON NAME TYPE BOTANICAL NAME 4 2.Y CAL MI5 PIN OAK Quorsue .lhpeaidoli$ 4 10' NT. CLUMP DiD AUTUMN BRILLIANCE SERVICEBERRY AnWaneller x grandirloro 'Autumn Brilliance' 26 24• SPR POT MARGARITA YEW Tams media x 'Margarita' 78 24• SPR POT BLUEBERRY DEUGNT JUNIPER Junperue cummunia deprdna° 'AniOak' 21 >e HT. POT EMERALD TRDJMPH VIBURNUM Viburnum x enmreld Triumph' NOTE: PLANT SELECTIONS BASED ON ZONE, ENVIROMENT, AND CONDITION HARDINESS. SALT TOLERANCE LEVELS ARE MODERATE TO GOOD RASED ON INFORMATION PROVIDED IN TEXT 'DIRKS HARDT TREES AND SHRUBS" NT MICHAEL A. DIRK AND THROUGH LOCAL NURSERY WHOLESALE LISTINGS. MAC. I SOO, EDGING, PLANTING SOIL, GRAVEL MULCH, PILTER FABRIC • LEGEt4D 15 FOOT CANDLES 1.11 FOOT CANDLES 0.5 FOOT CN4DLED • 00(htiVM- 11 RECEIVED JAN 1 6 2007 CITY OF LINO LAKES 0 0 0 0 0 0 '0 * si• *) Tk 0 0 0 . 0 • 0 0. 0 0 0 0 0 0 0 V.° 0 0 0 0 0 ELECTRICAL SITE PLAN 1" 217-0" NA NO.WFWIFwedw.. OW•0•100/10141oui Omaip60101 • • Olowyhaa.VW Ws alt 111.1•11.1M utImPasal..sormul Au. amo* ROLA MOM AND OF 700 rnomor OE O 011707107 IV 1471.10AY COPIPPOUO rwo.ffor14,0141101 w ort 14.1•MAN4 4061 APORCAN BLVD. PM Llal MMOMOP =va090-000* FA* 00046711 ELECTRICAL SITE PLAN 1 If CORTIrr 7147 P SPIZPAPAPOO rpm. W PIPOOT 011FORVISION OW I AM P. CALT LICEWED 170070701001. 01010211010101 • Ola 'VIM OP IMO 110670 OP PONOOP*4 • EWE, //07 • 0110. NO.1001 ' . . OWED - INSIBRICtinnWr-- W . TIME W/111100 C06001.110/4 • OVIVOIK fiat*. 111L106.10111 MOM. Ilt. DAM 1 101 1710.1. I. 0700I I6MRE ACM PANE. NED VINYL STRIPE OM VINYL SRRaPE -14 RECEIVED k mord t; 200�_ Saga Architects, P.A. METE ACM PAM- NM VINYL MEM MLLE VINYL MOPE rand Avenue South 1h. Mtnneaota 55409 Phone: (512)) 922 -5200 FAL (612) 522 -0805 E —Mail: IotoMptaecbitecta Mom SCALE • lib' • I'-O. EAST ELEVATION SCALE a 1/0' • I' -0' MITE ACM PM_. RED VINYL OMR DUE VINYL SEEPS . - _mar NORTH ELEVATION SCALE a 1/0• • I'-O• YET ELEVATION eke SCALE a I/20 • I.-O' r TLM• f Holiday GAR MASH ID! TIPIGATION (EAST AND PEST) MOM= AREA E REAKTEEM II0.1pVT STATIq STONE LED PRICE SION WAVER WARD TOTAL Mot 545N PAGE.) 440 SS PT 24.0 SO PT MD SIR 66.4 SO PT 11 EXIT 1 IL 6.211 SE PT GAR WASH DIRECTIONAL SISNASE (YEST) ilia 5 SI5NA5E SCALE • VARIES EXISTINS PYLON 5ION SCALE a I /4' SIGNAGE W M cc W z O2 co co 0 0 c�J ALL ammo's DTI DOPPIG,m PROM= ICLID T ME COMPANIES MIMEO MANAGER IGOIT ALPALMM ASIT MOT SOW OIRELY MPZINBP-APE MOMS* PAS MII 20401 0 CO) CL 0 0 CC as Cn C.) W I MOOT 000rr MAT WS 'JImeorwATN7N Q• R•ORT M DUN= *P 0 OR NOM TMT 1 AM A OILT LIm® 711K LAMP, CD MINIMOT MINT ISMS .INN A. !MOAT SMIM INNS DATE L10000 A 11540 NO. DATE REVISION D17GNPNON 63PI7116111.000e - MINT MOC44a PA DARE 4841001 PAD. NO. 06068E 09 1641 or yLa 2r ILLUMINATED c1R6/aa LEREeS MO LOGO _II..iL I6MRE ACM PANE. NED VINYL STRIPE OM VINYL SRRaPE -14 RECEIVED k mord t; 200�_ Saga Architects, P.A. METE ACM PAM- NM VINYL MEM MLLE VINYL MOPE rand Avenue South 1h. Mtnneaota 55409 Phone: (512)) 922 -5200 FAL (612) 522 -0805 E —Mail: IotoMptaecbitecta Mom SCALE • lib' • I'-O. EAST ELEVATION SCALE a 1/0' • I' -0' MITE ACM PM_. RED VINYL OMR DUE VINYL SEEPS . - _mar NORTH ELEVATION SCALE a 1/0• • I'-O• YET ELEVATION eke SCALE a I/20 • I.-O' r TLM• f Holiday GAR MASH ID! TIPIGATION (EAST AND PEST) MOM= AREA E REAKTEEM II0.1pVT STATIq STONE LED PRICE SION WAVER WARD TOTAL Mot 545N PAGE.) 440 SS PT 24.0 SO PT MD SIR 66.4 SO PT 11 EXIT 1 IL 6.211 SE PT GAR WASH DIRECTIONAL SISNASE (YEST) ilia 5 SI5NA5E SCALE • VARIES EXISTINS PYLON 5ION SCALE a I /4' SIGNAGE W M cc W z O2 co co 0 0 c�J ALL ammo's DTI DOPPIG,m PROM= ICLID T ME COMPANIES MIMEO MANAGER IGOIT ALPALMM ASIT MOT SOW OIRELY MPZINBP-APE MOMS* PAS MII 20401 0 CO) CL 0 0 CC as Cn C.) W I MOOT 000rr MAT WS 'JImeorwATN7N Q• R•ORT M DUN= *P 0 OR NOM TMT 1 AM A OILT LIm® 711K LAMP, CD MINIMOT MINT ISMS .INN A. !MOAT SMIM INNS DATE L10000 A 11540 NO. DATE REVISION D17GNPNON 63PI7116111.000e - MINT MOC44a PA DARE 4841001 PAD. NO. 06068E ATTACHMENT 13 MEMORANDUM DATE: January 25, 2007 TO: Jim Studenski FROM: Marty Asleson RE: Holiday Stationstore, Inc. SWPPP Review The following comments should be addressed: 1. On Attachment 8, under Erosion Control Notes, language should include NPDS compliance. 2. The second paragraph of the Erosion Control Notes, that "stone pads will be installed at all entrance /exit points." 3. The fifth paragraph of the same section should start out with "The contractor.... ", and the part about "when at all possible" removed. 4. The 6th paragraph should add "sediment deltas removed and slope erosion repaired in 7 days." Erosion and sediment control notes must include: • Narrative /project description, and purpose and goal of the project. • List of sequence of all soil disturbance activities. • Identify receiving waters. • Describe erosion control practices. Describe each control, its purpose, materials required, and installation methods. • Describe sediment control, its purpose, materials required, and installation methods. • • ATTACHMENT 13 • Describe post construction stormwater management controls and why they were selected. • Inspection and BMP maintenance plan. Should include NPDES stormwater permit (mandatory weekly and within 24 hours of 1/2 inch rain event or greater, and maintenance check list. • A table listing slopes and cover requirements within the slope categories of: 10:1 or flatter -21 days, 10:1 to 3:1 -7 days, greater than 3:1 -3 days. • Should say conveyances /ditches are covered in 24 hours of disturbance. In addition: Details of catch basin protection of existing storm sewers on Attachment 9 needs to be changed to reflect an approved storm water inlet protection device. Fabric over catch basins will not be allowed. A temporary storm pond should be located on the site. All storm water dewatering should be directed to a temporary pond. A temporary pond dewatering plan must be approved by the City prior to dewatering turbid water from the site. A concrete truck washout area must be located on the plan. • A waste containment plan must be located on the plan. Council Member introduced the following resolution and moved its adoption: CITY OF LINO LAKES RESOLUTION NO. RESOLUTION TO ADOPT THE ENVIRONMENTAL BOARD GOALS FOR 2007 WHEREAS, The City of Lino Lakes has an established Environmental Board, AND WHEREAS, ; The purpose of the Environmental Board is to provide aid and advice to the council in its efforts to encourage productive and enjoyable harmony between people and their environment ; to promote efforts which will prevent or eliminate damage to the environment and stimulate the health and welfare of people; to enrich the understanding of ecological systems and natural resources important to the city; to advise the City in the use and management of its natural resources in order to preserve and enhance the environmental amenities for present and future residents, and to ensure a lasting quality of life within the city, AND WHEREAS: The Environmental Board approved the following 2007 goals at their • December 20, 2006 meeting: • • Promote environmental stewardship with the citizens of Lino Lakes by: A. Communicating environmental initiatives in the city using various means of communication, i.e., City WebPages, newsletter, homeowners association meetings, the information kiosk, and press coverage. Pursue providing articles and information to the Quad Press. B. Promote individual Backyard Wildlife Habitat through the National Wildlife Federation. Inventory current participants and work to expand program. • Participate in Blue Heron Days, providing educational material to the public. • Participate in Earth Day activities in the community, promoting environmental awareness and collaboration with other environmental focused organizations. • Monitor any activity in the AUAR as well as other proposed development areas, focusing on the values Lino Lakes citizens have expressed in the vision for our city and the unique ecological aspects of our wetlands, lakes and streams and subsurface waters. Apply mitigation plan as defined for that area. • Perform an evaluation of past Environmental Board recommendations for development projects. Review a sampling of a variety of projects by site visits, discussion with city staff, and landowners, neighbors, on the outcomes of the Boards recommendations. Submit a summary of significant findings resulting from the review in writing to the Community Development Director. • • Promote conservation development within the City incorporating the Open Space/Trail Plan and Handbook for Environmental Planning and Conservation Development. • To meet or exceed our City recycling goal of 50 percent or greater of our Municipal solid waste. Find innovative ways to promote and encourage recycling as a city. Add recycling materials to kiosk. • Continue to monitor the Heron rookery and water quality in the northern one third of Peltier Lake and to support the protection of resources in that area. • Participate in comp plan and process. • Review and comment on the RMP planning process for the City of Lino Lakes, JD4 and TMDL study for the Rice Creek Chain of Lakes. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: 1. That the 2007 goals of the Lino Lakes Environmental Board be adopted. • John Bergeson, Mayor Julianne Bartell, City Clerk Adopted by the Lino Lakes City Council this _th day of , 2007. The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was declared duly passed and adopted.