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HomeMy WebLinkAbout11/28/2007 Env Bd PacketCity of Lino Lakes Environmental Board Meeting November 28, 2007 6:30 p.m. AGENDA 1. Call to Order 2. Approval of Minutes — August 29, 2007 3. Approval of Agenda 4. Open Mike 5. Action Items A. Main Street Village B. Vaughan's First Addition 6. Discussion Items A. Comp Plan Update B. Preliminary goals Adjourn • • • ENVIRONMENTAL BOARD MEETING DATE TIME STARTED TIME ENDED MEMBERS PRESENT MEMBERS ABSENT STAFF PRESENT CITY OF LINO LAKES MINUTES AUGUST 29, 2007 : August 29, 2007 . 6:30 P.M. . 7:30 P.M. : Mary Jo O'Dea, Paula Andrzejewski, Peter Brown, and Martha DeHaven : Kim Brouillet, Alan Traylor and Barbara Bor : Environmental Coordinator Marty Asleson 1. CALL TO ORDER Ms. O'Dea called the meeting to order at 6:33 p.m. 2. APPROVAL OF MINUTES July 25, 2007 Ms. O'Dea had a change on page 3, 211d paragraph. Change fir Lino Lakes to for Lino Lakes. Mr. Brown made a motion to approve the July 25, 2007 minutes with change. Ms. Andrzejewski seconded the motion. Motion carried unanimously. 3. APPROVAL OF AGENDA Mr. Asleson added Oak Wilt as a discussion item. Ms. DeHaven made a motion to approve amended agenda. Ms. Andrzejewski seconded the motion to approve agenda. Motion carried unanimously 4. OPEN MIKE Open mike closed at 6:35 p.m. 5. ACTION ITEMS A. Water Emergency and Conservation Plan — Verne Jacobsen Mr. Verne Jacobsen from TKDA presented his staff report. Mr. Jacobsen reviewed the Unaccounted Water, Residential Gallons Per capita Demand (GPCD), Total Per Capita Demand with board members. 1 DRAFT MINUTES ENVIRONMENTAL BOARD MEETING AUGUST 29, 2007 Mr. Jacobsen stated that Met Council will have a tool chest of conservation tools on their website, it was Met Council's suggestion that the City of Lino Lakes put this link on their website. Mr. Jacobsen reviewed Peek Demands. He stated this should comply with the DNR requirements. He stated that Springstead is presently doing a study on water rates. Mr. Jacobsen stated that well monitoring is proposed to take place on a monthly basis instead of once a year. Mr. Jacobsen reviewed the Capital Improvement Program for the next 10 years. Attachment B. Mr. Jacobson reviewed Education Information programs. (Attachment C) Ms. O'Dea asked Board members for comments at this time. Ms. O'Dea inquired about a number of items. She questioned if it is necessary to recommend Phase II of the proposed Water Emergency and Conservation Plan. Mr. Jacobsen stated yes, Phase II is a necessary recommendation. She questioned if the City of Lino Lakes Newsletter could included an article regarding Phase I and would explain the idea of allocation and how it is defined. If a resident exceeds a certain amount of water, we need to inform residents that the City will be fined. She would like to include average amounts on a water billing to show what an excessive amount and average household of say five would use. Mr. Jacobsen stated that it is the residential water areas that cause the problem. Primarily commercial and industrial stay the same throughout the year. Ms. DeHaven asked if there are any provisions for agricultural. She stated she is using city water to water her vegetable garden. Mr. Jacobsen stated she might see a higher water bill. He stated she could consider a small well. Ms. O'Dea inquired about current watering ban statistics. Mr. Studenski stated very minimal enforcement at this time. Mr. Jacobsen stated Irrigation systems today can be programmed. Ms. DeHaven stated schools should cut back watering football foods. Mr. Jacobsen stated schools are big water users. Board Recommendation is to add the following language: Follow DNR conservation benchmarks. If Phase 2 is going to happen it will happen under DNR Conservation Benchmarks. 2 DRAFT MINUTES • • • • • • ENVIRONMENTAL BOARD MEETING AUGUST 29, 2007 Environmental Board moves to forward the Water Emergency and Conservation Plan in its current form with suggested recommendation to City Council. Ms. Andrzejewski made a motion to approve and Ms. DeHaven seconded the motion. Motion carried unanimously. 6. DISCUSSION ITEMS A. Moon Marsh Conservation Easement Mr. Asleson presented the proposed Moon Marsh Conservation Easement for review. He asked for recommendations on what the board might want to add to this easement. Additions /Changes to Moon Marsh Conservation Easement: Add: The City is to provide a two week notice to the property owners /landowner prior to environmental restoration and management activities. Add: Mr. Asleson and board members stated they would like Minnesota Statute 84.64 Conservation Restrictions added to this particular easement as follows: 84.64 CONSERVATION RESTRICTIONS. Subdivision 1. Acquisition. A conservation restriction for a definite period or in perpetuity may be acquired by: (a) The commissioner of natural resources, in the name of the state, by gift, purchase or exchange, with funds specifically made available for that purpose; (b) A nonprofit charitable corporation whose purposes include conservation of land or water areas; or (c) A home rule charter or statutory city. Subd. 2. Definition. For the purpose of this section, a "conservation restriction" means a right, whether or not stated in the form of a restriction, easement, covenant or condition, in any deed, will or other instrument executed by or on behalf of the owner of land or in any order of taking, appropriate to retaining land or water areas predominately in their natural, scenic, open or wooded condition, or as suitable habitat for fish and wild life, to forbid or limit any or all: (a) Construction or placing of buildings, roads, signs, billboards or other advertising, utilities or other structures on or above the ground. (b) Dumping or placing of soil or other substance or material as landfill, or dumping or placing of trash, waste or unsightly or offensive materials. (c) Removal or destruction of trees, shrubs or other vegetation. (d) Excavation, dredging or removal of loam, peat, gravel, soil, rock or other 3 DRAFT MINUTES ENVIRONMENTAL BOARD MEETING AUGUST 29, 2007 material substance in such manner as to affect the surface. (e) Surface use except for purposes permitting the land or water area to remain predominately in its natural condition. (f) Activities detrimental to drainage, flood control, water conservation, erosion control or soil conservation, or fish and wild life habitat preservation, or (g) Other acts or uses detrimental to such retention of land or water areas. B. Blue Heron Days Walter's Recycling donated rolling trash bins to assist in garbage pick up at the end of the parade. C. Oak wilt Mr. Asleson updated the board on the oak wilt process. He stated this year there are roughly 200 trees infected with oak wilt this year. The city ordinance specifies if there is danger of oak wilt spreading from one neighbor to another, the city will take action to control this. The owners are required to take down the affected trees so that the disease does not go from property to property. Property owners are allowed to keep the wood if it is sealed off by heavy mill plastic and covered adequately. The city charges $125.00 an hour for the vibratory plow. The homeowners are notified of the cost. They are charged only for the time the plow is in the ground. Mr. Brown asked if homeowners can control the oak wilt on their own. Mr. Asleson stated yes. They can dig a wide trench around the base of the tree roughly 5 1/2 feet deep. This year the city has received a $7,000 grant to help control oak wilt. Ms. Andrzejewski asked if after a tree is marked is there a follow up. Mr. Asleson stated yes. This year we have probably 20 trees that are high risk. Mr. Brown requested that Mr. Asleson make a list of acronyms for the board. Mr. Asleson stated yes. 7. ADJOURN It was noted that the next meeting of the Environmental Board will be on September 26, 2007. There being no further business, Ms. DeHaven moved to adjourn at 7:20 p.m. Ms. Paula Andrzejewski seconded the motion. Motion carried unanimously. 4 DRAFT MINUTES • • ENVIRONMENTAL BOARD MEETING AUGUST 29, 2007 Transcribed by: Lisa Hogstad Community Development Secretary Mr. Brown will be out of next meeting • • 5 DRAFT MINUTES • Agenda Item 5A • Environmental Board Meeting Date: November 28, 2007 Topic: Main Street Village /PUD/ Environmental Site Plan Review Background: Formal application was made by Azure Properties to develop 28 acres of land on the SE corner of 35 E and CSAH 14 or Main Street (Attachment 1). Request The proposed project consists of a 6 -lot commercial site to be known as Main Street Village. Approximately 7.5 acres of the 28 acre site is proposed to be developed. Site Data Total acres: 28.33 Number of Lots: 6 Existing Zoning: General Business Proposed Zoning: General Business Public Utilities: Sewer and Water Proposed Businesses: Gas station /convenience store /car wash, retail strip. Total Impervious Area: 4.94 Acres (57.4% of total). Analysis: Site Vegetation The site vegetation consists mainly of non - native, short and tall grasses. Surface Water The site is tributary to Clearwater Creek via storm sewer along Otter Lake Road. Preliminary review indicates adequate surface water management facilities as guided by the City AUAR for this area. A "Surface Water Treatment Train" *b approach is designed into the system. Surface water Treatment train means that there is more of a natural approach to treating stormwater. All volume and flow calculations must be verified to be in conformance with RCWD and AUAR b Applied Ecological Services copyright standards. The 7.5 acres of the Azure Properties proposed to be developed are on good soils for biofiltration, and filtration for that matter. Site access for maintenance reasons must be shown on the plan for storm water treatment areas. Rice Creek Watershed has issued a CAPROC or conditional approval pending receipt of changes. The changes include permanent signage to be placed every 50 feet at the wetland - upland interface where lot backyards abut wetlands. The new biofiltration /surface water treatment approach to managing the site storm water has been submitted to RCWD for further review. Infiltration /biofiltration ponds must be separated from ground water by at least 3 feet. All appear to have this separation. The AUAR specifies that infiltrating or wetland complexes not be more than 6:1 horizontal to vertical side slopes in storm water management areas. The wetland mitigation area of Attachment 10, approximates this slope requirement. I have asked the engineer from Pioneer to look at slope requirements in this area. Plans indicate that wetland soils in the wetland mitigation area be scrapped off to be rid of Reed canary grass. Reed canary is a very vigorous plant that rapidly removes plant diversity by a very aggressive propagation and growth lifecycle. I would suggest a method that has been used by Critical Connections and the City of Lino Lakes for scrapping. The area should be scrapped in the spring or during a winter thaw when the top couple inches of wetland soil is thawed. A skidloader works well for scrapping. Recommend doing the same to the wetland fill sites and salvaging /stockpiling wetland soils for use in the bottom of the wetland mitigation area. Water from the gas station and car wash are filtered through a very good commercial structural bmp (treatment best management practice device) and than sent to storm sewers that empty into pre- designated ponds to the south (constructed in 1998). A P -8 (phosphorous prediction model) analysis was completed for the site and the model shows no net gain in phosphorus leaving the site as per AUAR recommendations. Phosphorous is a chemical element that is directly responsible for increasing algae growth in our lakes. Stormwater Pollution Prevention Plan The Stormwater Pollution Prevention Plan is comprehensive and complete. • • • Unique resources Wetlands: There are 4 wetland on the site (Attachment 2). Wetland A will be filled and is a Wetland Conservation Act exempt wetland. Wetland C, non- exempt, will be filled in. Wetland D, non - exempt, will be filled. Wetland B is proposed to have 21,000 feet filled and is non - exempt. The wetland delineation has RCWD approval. The wetland replacement plan has been approved. Vegetation: No known or predicted. Wildlife: No known or predicted. Tree Preservation A tree inventory has been submitted. All trees are away from proposed soil disturbance areas and outside of proposed silt fence areas. Tree preservation is complete and adequate. AUAR In general, there should be a narrative to the Boards and the City Council addressing all of the mitigation strategies presented in the AUAR Landscaping Plant Schedule: More trees should be planted particularly in type C and D soils. Soils that are classified as C and D types of soils have higher runoff and lower infiltration rates. The C type soils intersect biofiltration pond number 9 and wetland mitigation area 10 on the North side, East side, South side and South west corner. Salix `Golden Curls' is a marginally hardy plant and non - native. The AUAR recommends that water infiltration areas be augmented with large herbaceous woody plant materials such as Aspen and Cottonwoods. Therefore substituting more of these types of species and more abundantly in the type C soil areas is in accordance with the AUAR recommendations. Cottonwoods must be of the non - seeding types. Recommend one tree per 25' O.C. in these type C soil areas. All sodded or landscape areas must be shown on the plan as irrigated. All infiltration areas and wetland mitigation areas should be seeded with the city native seed mix. The City transitional mix is shown on the plan and this is a good mix between cultural areas and wetland /pond areas. The BWSR (Minnesota Board of Water and Soil Resources) U8 mix is shown on the wetland mitigation slopes of the plan. A better mix selection from the BWSR choices would be the W1 mix. However, I would again recommend the City native pond seed mix for this area, supplemented with flowering native plugs every 10 feet. All biofiltration areas should also be supplemented with native flowering plugs. Biofiltration areas planted with the transitional seed mix should have a low- profile height associated with the forbes (native flowering plants). All Native seed mix areas should be planted by a contractor on the Minnesota Department of Natural Resources list of contractors. The native areas should be maintained for a minimum of 3 years by the approved contractor and if possible burned at the end of 3 years. Recommendations: 1. All Stormwater volume and flow designs must be evaluated for conformance to RCWD and AUAR standards. 2. Site Access for surface water treatment areas must be shown on the map. 3. Slopes of the wetland mitigation area be changed to conform to the AUAR 4. Recommend 1 -2 inch scrapping the wetland soils in a freeze /thaw situation to control reed canary grass. Also recommend the scraped soils in wetland fill areas be salvaged and stockpiled for use in the wetland mitigation area. 5. In general, there should be a narrative to the Boards and the City Council addressing all of the mitigation strategies presented in the AUAR that effect this development. 6. All infiltration areas and wetland mitigation areas should be seeded with the city native seed mix. The City transitional mix is shown on the plan and this is a good mix between cultural areas and wetland /pond areas. The BWSR U8 mix is shown on the wetland mitigation slopes. A better mix selection from the BWSR choices would be the W1 mix. However, I would again recommend the City native pond seed mix for this area, supplemented with flowering native plugs every 10 feet. All biofiltration areas should also be supplemented with flowering plugs. Biofiltration areas planted with the transitional seed mix should have a low- profile height associated with the forbes. All Native seed mix areas should be planted by a contractor on the Minnesota Department of Natural Resources list of contractors. The native areas should be maintained for a minimum of 3 years by the approved contractor and if possible burned at the end of 3 years. 7. More trees should be planted particularly in type C and D soils. The C type soils intersect biofiltration pond number 9 and wetland mitigation area 10 on the North side, East side, South side and South west corner. Salix `Golden Curls' is a marginally hardy plant and non - native. The AUAR recommends that water infiltration areas be augmented with large herbaceous woody plant materials such as Aspen and Cottonwoods. Therefore substituting more of these types of species and more abundant in the type C soil areas in accordance with the AUAR recommendations. Cottonwoods must be of the non - seeding types. Recommend one tree per 25' O.C. in these type C soil areas. • • • • • • 8. Side slope of the wetland mitigation area be no steeper than 6:1 horizontal to vertical. 9. Site access for maintenance reasons must be shown on the plan for storm water treatment areas. 10. Staff recommends that the above staff and any Environmental Board recommendations be forwarded to the Planning and Zoning Board for consideration: Attachments 1. Main Street Village Cover Sheet 2. Existing Conditions and Resource Inventory 3. Preliminary Plat 4. Preliminary Site Plan 5. Preliminary Site Plan 6. Preliminary Utility Plan 7. Preliminary Utility Plan 8. Preliminary Grading and Erosion Control Plan 9. Preliminary Grading and Erosion Control Plan 10. Preliminary Grading and Erosion Control Plan 11. Preliminary Landscape Plan 12. Preliminary Landscape Details 13. Preliminary Biofiltration Details 14. Preliminary Biofiltration Details 15. Preliminary Lighting Plan • • • LINO LAKES, MINNESOTA LOCATION klAP OUTLOT D OUTLOT B MI :13 E T INDEX 1. COMA SHEET 2. EXISTING CONDITIONS & RESOURCE INVENTORY 2. PRELIMINARY PLAT 4 & 5. PRELIMINARY SITE PLAN 6 & 7 PRELIMINARY UTILITY PLAN S- 10. 121TELIMENARY GRADING & EROSION CONTROL PLAN 11. DINARS 12 PRELIMINARY LANDSCAPE PLAN 13. P12131214111ARY LA.NDSCAPE DETAILS 14 & 11 PRISLIMINARY 1310F7LTRATION DETAILS 16. PICHLIMINARY 11MM PLAN PIZNEERengineering AZURE PROPERTIES P.O. BOX 17330 ST. PAUL MINPIRSOTA SSI 17 MAIN STREET VILLAGE LINO LAMS, MINMSCWA GRAPHIC SCALE too a des 100 NW IOC III neAM (Ii PHI) I Ink . too 0, N P L .. 7' E D oraR Rkeme 1 Sw.oe - - ..571Ct .:.^.. Mt P-C-IF PLAT AV. —\ S SerM BaM�nty 51�� — __ __ __ __— `Bp4,'t�, __�. all NW.'" ATM__ =AR' TRAle STREET) __— __TtNM live SVI/� IEI/4 V gam• SEISK705101 - r;-- ern— ftemue ate_ OWNER 9101.0 t Snwiw ixlow .4i W 1.0r C.rrgrr NB9•42'22'E 20.73 wt 1 Com.- of u �(C t Irs � �.�) PIZNEERengi ng 1..0110,11111•1 LMOSR*III6 Coon Rapids Ofcc 1601•1 -I9. Fw021442 1 S iF h.� ' 4 7]112. RR15 (Cast Irv, u. sw4W) .. waste. • (�( j OWNER Pep IL IOW r N P L A T , E u Tract A, REGISTERED LAND SURVEY NO. 240, Anoka County, Minnesota. (Torrms) AND Desoiptinn Per Doc No. 1375258 (Abstract) That part of the Southwest Caster of the Northeast Duarte- of Section 24, Township 31. Range 22 de crbsd s feelers Beginning at the pain of intersection of the Sable line of County State Aid Highway 14 and the Easterly right- of-way the of Interstate No. 35E; thence East along sold South the of County State Aid Highway No. 14, o distance of 20D feet thence at a right ongle South 250 feet thence at o right angle Nest 296.22 feet to the easterly right of way far of Interstate Highway No. 350 thence Northerly clang said Easterly right-e -way line 275.62 feet to the pant of beginning, a¢orang to the United States 0o.0WWW0t Survey thereof. SIM DATA OwM Arm. ±1,234,066 Square Feet is ±2&33 Acres Total Upland a ±1,054555 Swore Feet or 32431 Acres Total Wetland w *175.511 Square Feet ar ±4.02 Aces 1. El(eting conditions topography it famished by. Midwest Land Surveyors it ChM Engineers, Inc. 2. No title oommltment won funneled for this property, subject to an easements of record. If any. 3. Site is secant tend. 4. Only VISIBLE inpronmsb ore shown hereon. 5. Bearings ore based on Anoka County Project Coorolnets Syrtem. NADB3 (1996 Adjustment). 6. The underground utsids shown haw been toasted front field survey Information and existing drawings The surveyor makes no guarantee that the underground utlities shoe comprise all such utilities In the ores, *Rhea in series* or abandoned, although he doss certify that they ore located on eeon'lhy s posbl: barn ntormotion available. 7. Gopher State was not contested far this survey. B. Wetlands delineated by Kjolhoug Environmental Services, Co. n0roo Denotes Catch Born Denotes Concrete Surface -- • as - - Denotes 2 Feet Centaur interval -- else -- Denotes 10 Foot Contour interne Q Denotes Beanie Matlnle meD Daubs Electric Bar or Transformer Tf Denotes Fire fly end 6. Denotes Gm Neter ew Denotes Guard Pont A Denotes Light Role Mr Denotes Power Pale 6 Dents Saitry Shaer manhole —s%— Denotes Sanitary Sewer Denotes Sign ® Denotes Storm Sewer Mooned —sr— Denotes Stain Sewer 1pip Denotes Telephone Boo — w— Denotes ltbtennon Dents Water saw —W— Denotes Owmaad Doubts —10— Denotes Underground Cos r— Denotes Underground Telephone Denote Fiber Optics Cabe —A— Denotes Controlled Aaaeee it Dents Red ® Denotes Anoka County Sonansnt • Denotes Iron monument found O Dents 1/2 With by 14 inch iron monument set and marked with km= number 20595 Dents Delineated Wetland - Denotes Aced End Section —0'-- Denotes Underground Electric Line(s) --w— Denotes Underground Gs •ne(s) —e— Denotes Underground Telephone Line(s) — If-- Denote. Existing Storm Sewer —p -- Demise Existing Sanitary Sewer 1 Dents Existing Water Mon swsiia (66)112.0es l.n}nel •aekumasYS:aM.wwv.wd y wirwramhwetiaha.dewi e� i.04rikm dt.d6..n. mkreab..dYMWSar eke. 2442a. t.P�k..s�. TmsageEk.earl. � a. astaar Re 722 Ik.= d EXISTING CONDITIONS & RESOURCE INVENTORY AZURE PROPERTIES P.D. BOX 17830 ST. PAUL MINNESOTA 5117 l MAIN STREET VILLAGE UNMAKES, MrtiktiSOTO. OF 16 • • 3. ma GRAPHIC SCALE 0 00 100 • ( 185Mr) 1 1500 n 100 n. PISNEERengineering CM. MM.= lambiranntrila lealainPlau0119215 =SOO 0e1M01-19I4 F E0191e Coon Rapids Office Mere= r. P L „ . TED Itld,se 4. 9dw5• - I- - -- —) \�. -.c-. x )nc".: 1P-5 -t1) PL.C: fa SSeh re a Runty srot. I ^,w -....y era 14 41 __— __T__— _-- __— __ —__ -- —Ir0. , =A„1{ D 7: 17/ .w' 5 T R £ £ 77 2 MR, /`mot /a y 8 g� _ • '• � 543.14 se622o5 w - r c .oS rat .°'q Nk .� w c 6 � Ne VI r67317'E, K) ' / .3 �` " -w " stew .ith » sutr of C 1Mr AM 1100555 NY Na 14 i o i : < 4C4r a. /,. of ' = 1 -1- =;:;:iii` 3 OUTLOT A 1 'Sesnie U N P L 05555.551309 00.!5.) sans .oa. at 1114 /47 w i•/ % F /r / '4_ �_^ (Mk86ANBD • ( i sos 4t5) / y N 1 �/ • 11 • ems_ ` I ii.is 1M t.. 390 ^r 'C)' rr- VI 1 Y L I \P T r ) A PST A , A,PI vv. r11 OUTLOT B ' =77.301 4R 1 taN.� �sa�.a R> i 11 /; ' -- A .� / t . • row e, / ty4f A A ' `Oi �, / a? if 88 ..�_ao j / 300.00 i 1 566`5564'1P l ^^ ° 0101/5 -' �� PQ :'°° I irL.r .r�FasO° 457, I ib/i ria it ni .era 5. 15 -nest menses d Se•R — 2 : -1[ 515531 ea..w1 ie9 *96,058 .q•ft — 250.00: 5885s •53 N A A,r1 VC/ N I %PIL/ 58952_W 250.00 l I s Cc W II._ MIER U fewer Care I I rU - - -J wee 1/4 ours A "-S. 24. 7314, RIM 0550 Van 454•5451) t'se le ere\ Saes 1/01 1800 of -UK. 24. 5354, RZie (Gad .r, 45e45540I �Rre4•. aw 942.75 N88555CE OWN= P5A K. MNr A 1 t E SITE DATA TOTAL BOUNDARY AREA TOTAL RIGHT -OF -WAY AREA NUMBER OF LOTS SMALLEST LOT LARGEST LOT 28.33 AC. 0.10 AC. 35,175 SOFT. 677,301 SOFT. EXISTING ZONING GENERAL BUSINESS PROPOSED ZONING GENERAL BUSINESS PUBLIC UTILITIES AVAILABLE LEGAL DESCRIPTION Trott A, REGISTER LAND SURVEY NO. 240, Anoka County, Minnesota. (Tannin) AND Description Per Doc No. 1375258 (Abstract) That part of the Southwest Worker of the Northeast Quarter of Section 24, Township 31, Range 22 desorbed as %Bowe Begirmina at the point of intersection of the South km of County Stale Aid Highway 14 and the Easterly tight fine of Interstate No. 35E: thence East dap said South line of County State Aid tray No. 14, a <ratanae of 200 feet theme at a right angle South 25D feet thence at a right angle West 29822 test to the easterly right of woy line of Interstate Ifphwoy No. 35E; theme Northerly along sold Easterly right-of -way fees 275.62 feet to the point of beginning, ooarding to the United States Government Survey thereof. t.j 176 5.5=1:11 r fi' r1A1)w3.155• 1c.761® 15455,1 WfssekgrwPSP+Mty 4. 4•rryert5r45vrre5el 555 Tm4•5eASw.1r 4�a+r4+•dleslsrR.. 4554154544551504551' Wri Mate law Ds 9 Mrs ere 0!,105' DarsE 1St awn 04 PRELIMINARY PLAT AZURE PROPERTIES PA. BOX 17630 ST. PALL MINNESOTA 33117 MAIN STREET VILLAGE LINOUKPS, MINTv7 r& 3 t 16 • - 21 VO as GRAPHIC SCALE IN MEM -OTTER-LAKE-ROAD = VW VW 41 fr. T.; KETLAND OUTLOT D RELOCATE DIVING EVREMAY L ; NO LIFT 4 (11374, WOW IIRT SITE DATA TOTAL SITE AREA — 10.08 AC. (EXCLUDING OUTLOTS B & D AND R.D.W.) TOTAL IMPERVIOUS AREA — 6.06 AC (BOAR OF TOTAL) PARKING SUMMARY FOR MCDONALDS/RETAIL 69 PARKING STALLS 4 HANDICAP PARKING STALLS 73 TOTAL STALLS PI*NEERengineet-ing UNDOW17611•5 UM. 3MONCY11■111211111=1 2.1221ssmisalbec Coon Rapids Office 465116114914 FactSPAOSS ISEE SHEET clArlItill POW CURB CURB TYPES DENOTES 8612 TIP OUT CURB & GUTTER DENOTES 8612 CURB & GUTTER ME SITE PLAN FOR SURMOUNTABLE CURB AREAS) NOTE: ALL DIMENSIONS ARE TO BACK OF CURB. 1. ANDCLONTZBVISIINIS 1.carr ISEVII0C26. PARKING LOT PAVEMENT SECTION BBT2 CURB t VUTIER DROP CUPS AT IDA Pair ME DO. OW WEET OCOSSILICION RV P5450 t DROP CURB l.r nye BMW:XS %ESA 5550K 5500450391 BITUMINCUS T5 MAT 2 TIPS 1111IMIN055 SASE COME UV/00503M r CLASS 5 AOGREGM SASE MOTE ACCESS OUTLOT B DROP CURB AT CATCH BASIN r. woes sum, No:, FOR 505. 5O5LI7A1101 IT DEL Ita gti CO ELEV. BC fak,.....N.R Cate4011,1181SICE1 (76.7)7113011ft ..711.11113 iNsabylardOlivosilsplewspwralt, ewer seivr.vabeampendiensmalimal atm •AaB Lemma Paiggiuss1 brass- vederlYeelmsetftSraset Mimeos. 14,-,C; MM. ...,EIS#41442. itatal IOwe 3EIXA b.. DM Om. SAC PRELIMINARY SITE PLAN I AZURE PROPERTIES BOX MOD ST. PAUL MIBINESOTA 35117 MAIN STREET VILLAGE 1.1110 LAKES, BONNESEW 4 op 16 1\.. 0 V • • • Ea... , ire9.101=611110 lawelSMA•ANCI Leal Inlre013111 tomeoultuasztas r OUTLOT A EE SHEET 4 FE DID SIERT OXISMUCT mar um FOR PHASE 1 NO-1) fifal ------- INICP AT COON NABS SX DOPJ- MOM am IIM-11) I 1 U DROP CURD AT WI PONT SSE DETAL CURB TYPES DENOTES 6612 TIP OUT CURB & GUTTER DENOTES 9612 CURE & CUTTER NOTE: ALL DIMENSIONS ARE TO BACK OF CURS. DROP OMB AT CA1CN WAN SEE DEM. SITE DATA TOTAL snt AREA — 10.08 AC. (EXCLUDES OUTLOIS B & 0 AND R.O.W.) TOTAL IMPERVIOUS AREA — 6.06 AC (60.1% OF TOTAL) PARKING SUMMARY FOR KWIK TRIP 13 PARKING STALLS 2 HANDICAP PARKING STALLS 15 TOTAL STALLS PARKING SUMMARY FOR RETAIL BUILDING 125 PARKING STALLS 4 HANDICAP PARKING STALLS 129 TOTAL. STALLS PARKING LOT PAVEMENT StI.IION IC let STRAMPLIMi Wit LIMO& 30104100.30{1 OMMODUS TACK CVO r TYPE areaspeous BAt COURSE IMIN3OSTRI r CLASS S ASOREDAIE RASE DROP CURB OUTLOT B OUTLOT C DROP CURB AT CATCH BASIN INSTALL SWIM SOO Ft SOL STAISLIZATION S.* PI tNEERmineeting stM00101. Movatmmity • r Morpatent Caan Rapids Office 313110tt Ammettli. arts...93•03 00m0kas300011 MI* latitat.M3900 Midthel33433 ...dot Mod Mita! Mts. 0006214104 Milttet 0S3) ,00041.0 sato Inset it3mmt Nem 610e5P MP 031e—i2E-- CATON DAM SECTION A—A RD! ELES-100AD 1.0NY AltliCLUSOMMS3:00. t COT SEVE0123L 1.7000, 3. 90MP Me 3001 bats. OM Onto MG PRELIMINARY SITE PLAN AZURE PROPERTIES PIO. BOX IMO ST. PAUL. DONNIBOTA 55117 MAIN STREET VILLAGE L1NOLAXES, DEDosEmarA OF 16 I # 6=r i i� am r O GRAP®C SCALE IN YE= I COUNTY ROAD 84 -,,,,,o,- --. -- - == OTI'FW LAKE ROAD 4 K 1 ;:T OUTLOT D PI$NEEReneming 2.22 Iwgies Owe ,!MOOS Caos Rawl& OLfics OSMAL914 1c111AAe C IE crE as01l CR 167 E 4790 ►BO „f JV / E 10113- g6'M!Y TZX-iS !E • / E ESE E „� E tlL�?' con I c w -- - -- mA11mE I !Elt Ion 00 / E ESDIT-tS PE • Egon %01 E 1111.66 • E 0I2'3 DMZ • DA• 1 OYI1DS Si E I1790 we ion E 612A6 t 444CPL.FIS - e !SEE SHEET 7 1 O.OTSNLODR15IIIMOSa. R.anaev@R16 101 E 0=S E EEOA -2•111 A0 -tY 1119 ms • noon sy(-r PVC SM-35 • rat MI�1(A@ 1112 CAD. F 6790 -5 E 0101017 -11 0.07 W CUNIE SSP ELAN 2'INMS E 013.711 LEGEND DasTING PROPOSED DESCWPTIDN 42. 01& E 011790 E •1011 • HYDRANT(S) D4 OR GATE vALYE(5) D ► REDtl R(S) EXISTM6 WATERMMN PROPOSED WATERMAN O • SANITARY MANHOLE(S) EXISTING SANITARY SEWER PROPOSED SANITARY SEWER CATCH BASIN IR O • MANHOLE a ► FLARED END • • BED WYE EXISTM6 5'TORN SEWER PROPOSED STORM $1LR GENERAL NOTES L POon 10 ON40MCIO4 lE CWMACIOe DOLL RED DEFY ALL 0050= 016117 MCA 6S6At6• S A101 0oem 410154 OS 1107 WOWS NIT 6IO670IC7 MEIN PLANS AND PIED UDDERS SLUM E MPWI® W WE MD= O NEN SEEDIAIBX. 1 A5 N056 N 10 E AVAIOM/C060t0IOI CDC' ram NOiR =Ma (Ot14'-M4-051>) S ALL SWUM SEEL MID11ME A6 8400* 4:161 CO1A06D01 51111L WPM 10 WE O1T E UNO LADS 8 ECIAD OS. ERODE I6IONEED S 1401 4E "SWIM@ R EGTG7016 FOR 11781111•11 0@ SINCE LSE I6QUAIOW AND 10X11•107 1170 STEP SEAN 11E1UAI DN- 900 WOOL AS 011!061 ET ME OTY E DEN ASOOMO1 aF WINDOW L 0301111117 E1Ot 001E NULL E OE 33. A r WW2 BER E PPE EMIL E SCA AE OLDS 03BIwE NOTE 8 are 6 M00 1011E 5140•11 MILS Fie AON11WY. 0A0MFN 13161 01R001A016L E N.L. 11 ERILIN DILL E ERN) ELBE MIME CLASS to M I ES 056X11¢ 101E A I11660 6 EP CMS 01 E011D ON ALL I110O001. 011!98 0116X11 NOIO. • 1OM20 Cr 1r ENICAL !MAID! NO 10 ION DIRAL 61MMEN 6 MOM FOR ALL 4111116 EE OTT O' 1.110 LAOS 5•1110110 0110!118 R NOONAL NAI80WE 5W WAIOI E AL 31001 MD WW1 E DUAL SAL •0.301048E PPE M0iS5 0116011E NOTE. 5E ND 6190 LAZE SDN0A6 SLOES FOR 04400•104. 51001178/ NNSMMA7101L 7. COIRAC10t OWL DEFY NL Eem10 ENKE LDCA1O18 .,N man. b)ANSMSRF. Ym Ag1A. LeSIm 063)7O -12011 Ss846 be., Yew's Oss.. m >m0b mead¢ T� 1 !us iiAl nbOS6sae1Ae9mW 111®1 ASFNe I Ds_ilt 4 4.r Awls. DAS bum SAE PRELIMINARY UTILITY PLAN AZURE PROPERTIES.. PD. BOX IMO SC. PAUL, MINNESOTA 931 t7 MAIN STREET VILLAGE LINO L.AEES, MA7&.SOTA 6 I 16 • • • !SEE SHEET 6 I art-fr iCel .107 4. ArrintlrIMON E IMAM 2-10r-4' CPE ORAN= - E WISAN BOX ht, < CASE OE SEP • I 111HTC/2 cs00 / U :91"14.40 E MSS 11 0 E. 1.26-1r PE • 125CM 4r-Er • WEE a tato %PI( fro,,r).14, st i a ft2A6-11rE ::17......00cpe 3: fli E 1112.211-11111 ' t E 011.112-2rS 11 '-' 41 I -.., 1 t I 3t, rtt : IE VETT i - ,..,f1 IE 4.2.7 4 t P: • ... -- Si 1! I ,,,,, , Re slaw I ' iig 5 - ..: 2 o l III 1 iIIIv E 7 S CE i 1 1, / i i 2 7; GAS PUMPS L- . i I ,I ci • Lem I • r RS 913210 �t5 NE MEM E M4.70 I I IT, CAM OE -; • • •:7_ • £C1,5 AT MIMS KYAK TRIP FF 920.5 PVC • • r-41- BEND CAR WASH rX CASE r-ir OS • CLOCK / IBIt RCP RIC Eit5.70 I • Ir PEW IODIC COM 111 RE SKID E 9121M-15N E 1111.20..4•11 101-114r CASto.f.f&-epXL_._ C C •9720-S "tst, E 90/1.17-N RV COME CROP SEC0011 RE IMOD E EOLES-1107 1121.53-2411 E 010.110-2FT 1r RCP PVC E VILA OSE 114 RE IDLED E r• 11/ r EN It 1470 tI---"r011. Err WU" • /11-4(.411. RE 1411/10 101.2041- tasi e es�-A' leer /OM r-VS .7-1131D / . • nr-e PVC semei • mac I 1 ODIUM 1•11.17•0 DP MI6 11161Ot SERVICE r OV & BOX ---• 11.2 IF TEE zr-e- OF C.. 52 er PIZNEERengineering 34226mmtintOme 1351D614914 FmtitIME Coon Rapids Office LL-0-AND 5. • • CD 114 VC 1116.77 E 111.7.70 1. 2 RETAL FF 920-0 e r CAP CL 62 Mt 0i re eat IPURY) 112.--16.3313 4 • • • • • • I • ■ • • • • : I ! I I ppg DWI= I E163.2 OUTLOT B ir OVA IOC I i4 EL...9111.4 I ■••• I d 1 1k a., 1 A E MOD ,..■.40 -111-10. 4.31AL; SOO E •15.10 SIARA\‘......_ IF IS RE •111.14 I r-4r REM FIELD "Sr .---- ./25`,0,-15.7 , E.111211PrEE-E VILE tt, Ir FES Of TRASH WARD • \Z. PUKE 1 CT RP RAP. 0-1 ,,. ••:', WM FILTER MOO DLANDEr ..",.:227--,--........_. i : ...,-I V;,-,:‘ 62 usr 3 JODO6 OU TLOT C st, POND 2. ereoeuegr mums LOTT memsans. r REISCIDI r r & Box PUB --••••*----4111111K 26 16 WI GRAPHIC SCALE Di Ft= LEGEND EXISTING PROPOSED 013CRIPTION 1,4 HYDRANES) CATE vu.vo) REDucEn(s) DaSONO WA1ERIAA111 PROSE D MAMMON O • sumer MANHOLE( EXISTING SAMTART MEER PROPOSED SANITARY SEWER as CATCH BASIN O • MANHOLE • FLARED END • • 909iew EXISTING STORM SERER PROPOSED STORM SEINER STORM SEWER SCHEDULE CB or MH NO. S1RUCT- WM NEENAH CASINO Cr EQUAL MH 101 60' DIA. R-1642-8 MH 102 48' DIA. R -1642.-B CBMH 103 48" DIA. R-3250-A CBMH 104. 46' DIA. R.-3250-A CBMH 105 413. DIA. R.-3250-A CB 106 27' DIA. R-3250-A CB 107 27" DIA. R-3250-A CBMH 108 411. DM II.-..-3250.-.A CB 109 2r DIA R -3250-A MH 110 413" DIA. R -1642-B CBMH 111 48" DIA. R -3250-A CBMH 112 41:r DIA. R-3250-A CB 113 2r DIA. R-3250-A C331111 114 48- DIA. R-3250-A CB 115 27" DIA. R-3250-A MH 116 48" DIA. R-1642-13 CB 117 27 DIA. R-3250-13 CE tie 27" DIA. R-3250-A GENERAL NO1ES 1. maa 10 CORSaiCaaa RE COMM= OWL FELD WAFT MA. EMUS MLITT LOCATE= MAD OEMS SNOW OR NOT SOW ANT OSOEPMICT MENEM MOO MO FELD LOCATORS OWL WI 1EPORIED 10 WE EMELT OMEN OMEDIATIDS. 2. 03101110117111110 =MR 'WPM ME OE Car FIN MOAT ISCAISSIS (4112-014-00027 40 NOIRE PRIOR TO EXCAVAIONAT01611111011014 3. ALL SAPETIRY MEL IRICERIMIN NO DOW 17•31 12011011101011 211411. COUPON TO DE CAT, Cr /SO LAMS ISIDFIVAIDDS. MAP* ROTIMIEMBEIS MO WE "STAMDERD SUMMONS FOR IICERMAIR MO SOME LEE RISTALLAVOIS MID SIVETART AND SUM SEWER 1101TALUOICIF WOO BMOC AS PIERMITI) BY TIE CIT DIOIEROS A411011 OF MINNESOTA. 4. r SNOW SONO PPE SHAO. WI WO SS. A r SAMTORT SERI PPE MALL SE SOL 40, MBAS OTHERVASE NOM SEE OTT CF IMO IM SCANCURD FLAME FOR MEITORAL SANITARY SEW IRFORUABOIL S. AU. 11113191•11111 OWL DUE= ROI PIPE CUES 22 UNLESS ORRIIIISE MED. A ANWS IF Sr COVER IS REDUEED CM ALL VAIERLIAM. MESS 01)4DOIDE MCBEE A WWI OF II' DOMA. SEPIOAIKM NC AT NORIBSTA. SEPARAIEVI B RECORD RIR ALL. U113116. SEE CIT CF 110 LAID =MAW PLATES FOR ADOITEMALIMDERNAM SIFORMA11011. R. ALL SOW SE1131 OWL EE NUL WALT POSERMBE UIRESS ODES DICRED. SEE OTT OF MO IMES STANDARD PLATES FCIR ACIDITIONAL STOW SEVER REICERA/1112s DOICIRADTTR SHALL IERFT ALL IRILDRAD SERVICE LOCATIONS OW DOW. ED IMILAmm famImia NOMIS (766704O0 eetemmeo Mmesymdimhaftimloommommi* mettmottmoMmta mmoldmmtokol mmishrLimmiDlitstimirmitm toolotet bog Dame( Mina 3.6-6. ODD ReMem 1.16026 29/ZAT Xe 31141 MM. DAS Dem MG PRELIMINARY UTILITY PLAN I AZURE PROPERTIES P.O. BOX 171130 ST.PA111.. MINNESOTA53117 MAIN SIR VILLAGE LINO LACES, 1017017071-11 I 7 27 16 COUNTY ROAD 84 OTTER LAKE ROAD. • • 7 cr.) L.) I BIOALTRATION BASIN 2 AREA=2.760 S.F. (SEE NOTE) HIAIL•=918.3 OUT=91B. 0 E111.0=917.5 1' DEPTH STILLING BASIN WETLAND FILL AREA ,3,2D9 S.F. I31 °FILTRATION BASIN 1 AREA =3,499 (SEE NOTE) HWL=918.5 OUT=.91 13.0 5114...917.5 S.F. i BIOF11.112Al1ON BASIN AREA=2,6113 S.F. (SEE NOTE) HWL=-91 6.7 007=916.2 B11.6=915.7 ENTRANCE 1 D \ STILL! • LO Cu •• o •04. ** * * * ** • 811, E.O.F. 917.5 I f 1 I / 912.2 INCIDENTAL WETLAND FILL -1 BY COUNTY ROAD PROJECT INFILTRATION BASIN NOTES: 1- AVOID NEWT EQUIPMENT TRAFFIC N BASIN NEA- L SHI3E FEASIBLE EXCAVATE BASIN MAI BAMOSOE AMC PERMEIER OF BANN 10 A. WM OF 1517. FROM BMW ERNIE 3. IMAM TOPSOIL NMI BASIN 4585. F HEEDED FILL Or MUM FINISTI SIMS VAIN UNICOMPACTIED 154 1510 CLAW £4415 15 SAW 4. INSTALL SLT FENCE MOWS INCIFILNIATIM BASK 5. INSTAMMICM OF 1151101NO IMITIMML SANE, NOCE SW. NOT SE =NM .18115 .514. TM IMPROVEMENTS AM COMPLETED. A. SEE LIVIDSCAPE PUN FOR MISS ON PLANT INFORMATIEN. PIaNEERengineering 2421 Isms Dm Coon Rapids Office MmAmMINAMAIIMN NOINSIMIS FAMMANN BIOF1L1RATION BASIN 7 AREA =308 S.F. „. (SEE NOTE) n .14WL..917.4 OUT..917.3 LEGEND CONTOURS I MAMMIMINIA5 51mTAMMAMM OM MILAmmeN.B. Ira amslerm NnossgmblemiteMI Om NAM WSW s Med NIMMMEspim TOMMI MOTOMBI 446404 64.4r4AN444r 1644..4 CATCH 8ASiN STORM SEWER SOT FENCE RETAINING WALL BOUNDARY UNE EY. VERAND Mme PROP- OSED .444221., cdp..1. (40 ITSOI --MSC-- CTISAMPIMAREVISIONL CITT REMOSINS TREE SCHEDULE ND, SZE 0" TREE TYPE NOTES/STATUS I 23 COTTON SAVE 2 22 BILLOW SAVE 3 28 COTTON SAVE 4 2B vaLLow SAVE 5 16 ARLON SAVE 6 16 MALLON SAVE 7 18 MIMI SAVE 6 8 BOXELDER SAVE 8 8 BOXELDER REMOVE ID 8 BOMBER REMOVE II 10 BOXELDER REMOVE 12 10 BOXUDER RENOIR 13 8 BONDD88 REMOVE 1. 8 5030.002 REMOVE 15 8 BOXELDER REMOVE 16 8 BOMBER REMOVE 17 8 BO30.D68 MIAOW 18 _ 12 %IUDS REMOVE 7:17646, 5' WOOD FIBER BLANKET 3:1 SLOPE BIOFILTRATION BASIN 5 AREA...5.596 S.F. • .,. (SEE NOTE) ND. SIZE (IN.) TREE TYPE NOTES/STATUS 16 16 WILLOW REMOVE 20 16 WILLOW SAVE 21 18 MIX SAVE 22 20 DILLOW SAVE 23 24 COTTON SAVE 24 22 COTTON SA* 25 26 COTTON SAVE 26 12 WILLOW SAVE 27 24 COTTON SAVE 28 14 COTTON SAVE 29 20 COTTON SAVE 30 14 COTTON I SAVE 31 24 COTTON I SAVE 32 10 MUM SAVE 33 82 COTTON SAVE 34 22 COTTON I SAVE PRELIMINARY GRADING & EROSION CONTROL PLAN , S5 TO BO CRAPE SCALE DT FEET BENCHMARK BRASS DISK IN SE. CORNER OF BRIDGE ABUTMENT. ELEV.=932.08 AZURE PROPERTIES P.O. SOX 17130 ST. PAUL MINNESOTA 35117 MAIN STREET VILLAGE LTNO LAKES, WAVES:WA I8 I oF 16 I • • r - 7 t\Il , Tt :_„, • • • 1' DEPTH STILLING BA CURB CUTS INCIDENTAL WETLAND FILL BY COUNTY ROAD PROJECT • BIOF1L1RATION BASIN 7 1... 1 AREA=308 S.F. : I S I g.-,, (SEE NOTE) ....d B ',HYOL..917.4 „,.., _]..IL4 — IC --OUT917.3 ..--- . --, 61114..,916.8 ILI a- ...., . , '..- -1 • 0 ---,, .- --- ..,...., •,.„.„ r 1_, 1 i ,1 - , 7C IC 'IC i IL VC --IBIOFIL7RATION BASIN 6 --I — 1 •---' ' AREA=3,531 S.F. _ .: ;0 T." 1 —I(SEE TE) lHW= ouTL=9946:27 IBTLI=915.7 — BIOFILTRATION BASIN 8 AREA=1.639 -(SEE NOTE) HWL=917.3 OUT=916.7 BT1.4..916.2 iffraf 1.74)M11.7010 Yleelarne1016 ureaszarautarnee, CITY OWNER REVISIONS. , 1 an WWW.145- BERM 916.0 / N. 1310FILTRATION BASIN 9 AREA=5.935 S.F. (SEE NOTE) NW= 915.3 DUT=915.0 BTM=914.5 474'414 :41:4!4,4. 44474, 4':74!4 47471-47 .1 4 45:4:4:4:4:4•:471•74W.14147474747 747!44 x:47474 :42 13 1:4:4,C4441 3 414 :CI ∎74_.4: X44 }A1�1_14_44. 4344.6:4474_4_a_4_�4 }447474.4;4 �.4 ra a..,;n4; ��Jr4 4�ra..t& 44t 424.40;,42.„-frA14; 4;14.4i PRADING/EROSION CONTROL NOTES: >L MEE > . O99ECma PAD/OR FILM OCCUR DAM RE STREET I B0-OF -�11K 1E BACRIA L Mt10001. 94141. . E CCAPAC50 10 NZ OF TIE STANDARD MOISTURE COMITY 9ELAT19010 Cr 5005 10090 17.490-70) EXCEPT 'ME TOP RODE FEET LT) OF 'ME 9019 -FIN MIX MALL. E CO PAC® m 1OD DERMA AN r19PDOEST WING FIRM IRMA 43T RE SHEET 4-5900 N FL. NEA5 AND PRONDE RC RESULTS OF 11EX 10515 W TIE CRT. FAIOE41 ND 9€ 5001t S BE CONTRACTOR SHALL INSTILL. TELT PENCE PRAM 10 COMMEMONC DRAM AGONIES ND BOLL WIMP SAD MICE FDA IIE DURATION OF C01R9MCDON ACI Nib S 'OE CONTRACTOR SHALL LROT 16 051016 10 IE CRAW TANIS DICER ON RE DRAMS PLAN. AIL CO STIWCIER AC1M16 99011 L91PL5 IAN TIE LOCAL ORDNANCE / A. RE CONTRACT* 9000 INSTALL SNOW/ FENCE. AS MELTED 9Y TIE MOWER, 1a PROTECT ROM S 719 CONTRACTOR 91WL 901901E F6 OPERAVIDS TO WARM TIE / 061UR8ED AIDA AT ANY OVEN 9E 4. N` DOIMlED ION -GREET WS SHALL 940(1.10 .R TAD DM A FNYND OF A4. 10P SO O. SEED AND WAA EROSION CONDO- MARKET. OR SL6 LIMN RE F0IONNG 9E FRAMES F NOT A571VRY WORD -ROPE GREETER RAW Y1 - WNW 7 DAVE -SLOPES FROM 1¢l TO Y1 - MUM 10 DAYS I. ALL SEEM SOD, MAIN AND MILDER MALL CONFORM PIN RE FOLLDYWG NN/DOT 9PCROA710R AS M APES O.LON S DOD SED 4590 RATSC AVOWED) 7 GBERAL PLACEMENT 2575 IL SD SHALL E PLACED 9E1M CURS IREAOATFLY FOLLDMNG IX: RAOE*15FG UNDER OR STREET ND UTILITY PROJECT. C. RE RFD MDDR0E SHALL CONSIST OF A MIT/DOT TYPE 500 MESS HOPED EE=rc= 001 RE PLAN. 7. FOLLOW* SWEET CORSDDICSO, RE OE/DOPDR SMALL CLEAN 11E SOWS ON AN 000017* RADS AS REDS= NY RE CITY. a YERIRA. CRANING RADIANCE SHALL E NANDI 02 FEET OF TIE OTT APPROVED ORAOR: PLAN. 9. PROPOSED SPOT ELEVA140E APE 10P OF CALM MADE NOTED OIIERMLSE 10. ALL CN1R1 DODD MALL E PROTECTED 0144 MOOD OR ,DUAL CATCH RAM1 INSERTS NER7S !MALL 090 E MT/ALM N RE D611ID CA1OA RAMS ON IN. ENTRANCE ROAD WETLAND BUFFER AREA =23,540 S.F. ;(SEED BUFFER WITH BWSR—UB SEED MIX) BIOFILTRATiON BASIN 4 j E AREA =2,618 S.F. (SEE NOTE)' HWL =916.7 n OUT =916.2 — 915.7 ti ji — <` -- -- ` - ' "WOOD FIBER BLANKET .ems , • 93:1 SLOPE • • • i,• • _ J— �a 917.2 E.O.F. N5 • SO • SWALE _ BIOFILTRATiON BASIN 10 AREA -1.736 S.F. (SEE NOTE) HWL =913.5 OUT =913.0 B1M =912.5 1N. DEPTH TS11WNO BASIN 916 • N.D.F. • 917.5 • SECTION A -A • WOOD FIBER BLANKET 3:1 SLOPE WETLAND FILL AREA=17.100 S.F. 4 ® € •••••..„... ` \, 916 914 912 919 996 IDOSTNC WEI AND 12e PE F.N.S. `. PLACE 3.0 C.Y. RIP —RAP CL 3 INV.=907.6 3:1 VERTICAL SCALE mcwznenn. SCAIL N 1 2 0 15 M VERTICAL EXAGGERATION 13 906 Coon Rapids Office 100 150 LSrrE®Or.Sr ImrPPP"N nl MNMes'NV. wAsraptOLL. xem.iAms4l$I CEPIINANT 11n ...My lad PetsmBielas Ma)1D-IM PC1 -Ir mdslb4aerie9rN IIIPast 200 Nam 96 PP-NA T� o! SNIT 250 •RMRRQ O8 I. DY![vID¢Da. Rev61 MAMA 5 M 300 350 A Ds 5047 Demee OAS ns ua PRELIMINARY GRADING & EROSION CONTROL PLAN AZURE PROPERTIES P.D. BOX 57570 ST. PAUL. M00NP9Offi 55117 l x' 010010 R- SCALE /V ME= BENCHMARK BRASS DISK IN SE. CORNER OF BRIDGE ABUTMENT. ELEV.=9320E MAIN STREET VILLAGE LINO LALCES, 05IJAN6OCA i 10 I 16 • �vv • PI.NEERengineering 1112 Bos.p.Onet saftweeNel.s.1.75130 16511681.1914 /..1.6101 Cum Rapids Off= PLANT SCHEDULE ... , . k._.... _,.... 112 *111-11111 AM INSTRUCTIONS - 2.11- 'Al ...,„ 4fs*, 1.0113ERR /Otitis w,0.10.11 -Tr, 17 2.5- Bas . •1.5. SUHRUnT HONED.130.51/Dieelhrtz DiocaniNce wor. Inerrnt 'D.:R.1e 13 B&E! - • BICOLOR. °Mc/Q.v. biopic, 17 , _._-..V...0• '•' — GOLDEN CURLS TiLLDBC/550x tibleier Curie 6 ..,,..,..... REDMOND LIAIDEN/TBD erneris.0 limbenartir 15 23- B&B ORNAMENTAL TREES ...--., Itai; PRAIRIFIRE MOM/Man 11reottfre' 5 IS' EW 45 AIC AENP1/4. iv... CRJVASP.. 37 ,.. .NT 011117RAT1OR Pi. .471r4o 0 AMUR CMOISb1E.Y...1. rnour.1.5 13 1 -3' WA EVERGREEN TREES 0 EILAC1, RILLS EFRUCE/P.Ac Om= dan.tv 5 6' 1101E, ALL LANDSCARED AREAS TO RB FRRN.:ATM DECIDUOUS TREE PLANTING DETAIL 1.110 MT ISM M. OSO ISM AMOR IHAMILO 1.1000TVEM NT MAU SI missemla mom Iss 11MOOMM MOM= SMALL M. MOM TEMPT SE TE MITII RYE II ST O R to TO MRS SO RMS. MOE "NS iff HOLE OM MAT MD TOS blast tA WW1. I.., MOLT. IMME MITMEMMIT IT IT TM TOT or O MR ',or Mare ZWIEjoliarl •wet, osTISMOS WAWA Mani R. Styr NW rats 14110:u. Tom — MIMS ALMS OMIT ES MO. 40/M SIMMITMIS MAWR taaau ETIT M FM KAMM NOT 11) SERVE loMP TO !MX ELMS MD IS: VMS MOP OHIO MO HOPIS Or MST.LM. MUMS otetr RE 51011:1170, waisawar SALIVA 0001 SM. AO ROOM MIL. PM. MIS MIMI 10$11. OR Be Dr. vas... MYST TOL INCTOME [MOM. . UMW IMSO MOS MIL z , pi, 11V-VC FR. rsco moms; mow et a • i , MOP. IV- mar OMR SII. Er MS 1011. KORIMM CONIFER TREE PLANTING DETAIL IIHN NM IONC NMI MIMS OHNOMI MM. MISC. 011 Blita MAW so ITMOSSMIS MEM S. 71ISMILIM COMOSMS WORM SOS MOM OMIT St SS IOW WM sT IS male NE rawer OW ROM ROO NI POOMIS ROLE Mo Bay, IRE NS. it USX MIMI MST. 1011. OMMOSOCT M SC TOT OF MOM. IMES RAM Moot $ M TM PASSM OR TIC 1M TM HIMMITTO MOS IMMO. IS MUM MOS RNA,. MO ▪ FOL,ITO JETI Se OM MOW M MOS Rem. *DM IRRIRD NOM SIMMIEMS TOL SOMM MOW MO SOLT OT MIS IMO TO MOT 1D SMILE A was ....01.5f 0 26 50 100 GRAPHIC SCALE 10 FEET 115,AvemeN.V. ConOulpYR.14,1331311 r.)71.111.0 Ise11,11111:1 ItembyserRly.e.R.IIISTIMR, mo•otaly Lirasedaap/aetriss mirItelon StmlotRilmeat Riex. a/062 Om WIWI (LA .Lfr- 0•014.11.SsOme ▪ a-rsec RIORBOIRI PRELIMINARY LANDSCAPE PLAN AZURE PROPERTIES P.O. am IMO St PAUL_MINIRSOTAISICI MAIN STREET VILLAGE LINO LACES. MIME= A 12 oF 16 ISLAND DETAIL A TYP. SCALE: 1 " =1 O' -0" ISLAND DETAIL B TYP. SCAT_ 1"-=1C-0" PItNEERengig E _ l) Mi11 .1 -0910 F101466 Cape Rapids aura LANDSCAPE WEBS - 906 Lea6oepe C..wwr end 000 the 0,1.0 we l0 pevee bn.c ern ay e.aBa9 wea*1ent pin se ee.apo* a lea - be L.9aw_ee: Cflimaar *6 eat; Me 14,6.om. Ara 0.01 ef Ma00.00 p.90b awl app as lean % Aye le rams. I- of ta06mep1 Cawpr 011 It .eseasa . fa 3.0 ISO ermaS..1 a Mar* ,flat *wafts a. at i fe Cl a-fim -20-000 Par m waft eft sale recant saw �.IWn den agile tlaane meeinaba, 0.a De C w 9,11 . 1 a. 000 . M..... awn'te .s ,we. e 01,1 vvNe4 to 1sa9nsle pet I- Groan b be wawa by efts. - N, Own mabehr 000 . *sand oft 40.0.9 000 a.lnvbep env been eas..tea le ale re,e&ee area i(- ft Wet wawa end ,...: as afters Mum to ne wafts, ArecaOer a Mrw.Ma- Anrlaft elalaoM ter Nears eTaak 4- II 00010100 0.aaga0 tp be Ref w In ®0ec 1 mama six (6) wean sea le a:.aaw a aft Lear ea maims eon eR ne be *pc, or Ow larelmeco temar ,rap pnafn. Mandebany le e e.4 fce2 of DO IS Pa. i- Aft Lawelma Wawa Ma para. w.. p0a 1.0111ric *aft* 1.a. (1) rs* lea bra tiff alb10 at rate waft*. M vac Pam be Nast. Graaa.e eft f .preen aft br D.: ®cANaer 1.N Lageedee ze meta. - at La aaepa. (00661.00 man. Pa raft to raft e, pat* .I.ft ant aw".0 wetabarp aka, Warp M after .0arr0 3 t Car lm,po• s Oedema as area- of p aer oaf a * 0 Diu+ es ale ..0 Omen a the pier, mat. w " Me *Carr `ea 05 rare.•.. .radar r,: 3 -T r ...0.m 'w.iraaer *ft to open. le la r: e.em* fa na1aa ft aeeei De Mao.. 0.at far. a Me Mm he Lenb5ge 0e0r*r ea reify et a.ur bee free on Me aft savor. I- Cemmer:00 peek Daly *fl edging .m a *1101.0 nese ado. i- ale Ledaee Calbelr ems 1. air M bear b Wee she pre. by PPS *..1.00* .dab. 01 0 c0. ea I e 0.a. i- 9.• Lan6erpe Cfaaegr •10 raft m.0af,n dew *wage M p.ao1.0 a* eft. pas to be r0tlnbre tirm4,f 0 Maewa*, mra6 . ..m, M,16 be M•RP7 reared been ale sae any de"* te 06.11.1 Meat. bR be 10100.1 00 Me eew.00W. i"0.w ;- of Cemwb• ewe b. raaf 0.b .r .ems . em es ma* aa11. r...... 000 1100:3140..01.0 M... 1- Theme at notasle or marl= a-r be. r We net es .. ■ PLANTING INSTRUCTIONS I- 49 pasts left Waft 1we t 0059 N .0000,4.6 .Me eft rase l asapbern .m Yfa1 Saba 3677 Shea T.pea¢, 7*. B A drift e r 00 lnpf9 b be pfd b pl 000100 0.00. Ibis Is 1, altar. ft w p1! Was ftwarn t si- Monism was Y Moats r 0004 bon bMie • IWref a V"1 'I anent el Memo me menace e. me i apnea paseak pra. away O "1P-M-16 Pa rlepton re B. se.W 1.b Pe +,x of nam .W N M. at t O fe oe rare sea 0.6640 pat m *rays*ed ww07.aM1 tee mare x0 a. efptt.i am tee eating or 00 w �a6 6 . p! *weer 3! 6 T_. ; - Prepare Ogee* mot a waft. 0,06 -t. 1.z Per pen 6.0s0a b Mee 00 MUDS T0O le 000109 e w 5N0 00..06. 1110. a6Trr1[ i+0. r hrb*** b TT.... daft, Dadra. Mega b e .W. OMIT 01 r po, 6661 to waft 1* 10. 000 same waft. waft ad me* Cif vawwr .. ear anneals 0.a.-nee m at ; - Drip- to ale.. * owes r pas. Pew. a w.f. fay b. spews aft., a the .ee.6uard, rte atis It pan weft Pe Peat, :area afters 1, •o of parts a6 anat. - N 361 *ft 04 004 01 -boM1.tl Om 66-lawal 1U 41[ a spealla 0aaiate a.. A9 wow 06 p.*O of ft PIOM f0. 0*arft M feat 1. the Maud. Mama, at alne eta. co S01f10 ; fmagay air pant* o1., w1M b se. p1 111 alp a .dab Taft 0000.0. S aaw4 0 i Iabaft ft Dr* a X00 bag. CORM M3w4pr Nt3 2 pea[. M be WOO ..1M at don p oaf m inr9. mass oce Inciaiee CD I- Wean. meenre 00.0 Mwloae a aloft to 00 0 *en ft Mrfe sal ear elllpweaa 000 1 a m ftsalY aa a prep e.abf i are Men 1 Moira a *dad* at hell acme CgbattM Mod rmmery nwgsmla Nebel. 1 MIDMOIDOM 00lf.lalee 1.09 Oft* 9rw3WplSy 00N. ftwn 0aabn at an era p Pan mannn ara r afp91e0 006 aoe1a9 ea wan i00 anteneban el planaft enema .vb1 melaNkq DIMM et waft g9P000Isaa^! 0 left pare. Cakbetinc. flw:y. fame. Mae B1ff+ rap! i- Any pal mMM.' 106* 606 6.4.011 r i.rr aft of r arena, a* b1._ Den W* 0.6 ..par eft .rent* of M. awe ample eft eat red' ft gala. oai 0.0am PLANT SCHEDULE KEY I cOMION NAIE/Snntifie name I ROOT IOUAN1RYIRISh UC1IONS SHRUBS BJ BUFF6LQ sn8: /ynaiperus Sabine 'BoHme f3 CONT. - i' Q.C. IPS UTRE PRei CESS SPIREA/Sproa japonica A2 Carr. - CPR DWARF PAVSMEEHT RDS /Reap Tirol' Pavement IK CONT. - 3 0.0 PP PURPLE OAI.YC ENT ROSE/Rosa Fnrpte PevMpen" 62 CONT. - a D.C. .. KITE: ALL LANDSCAPED AREAS TO g IRRIDATEU .� SHRUB PLANTING DETAIL. IMM Maar far m aa-1 lem Oa ISM MOS ma IMAM ...Inert Cps an nerd a pMlewm MIMIC .Ma w wearla.l .set naR BP BE moor. MOW K MN = WM MOOS DOOM, arae, IMO eMa • Mb UMW Win be S. Mane Cna Ca RAMO 0.56 4001Eaf laaomy a, r 9000.0 51a SCALE MOD, 1.w /nal,11.: COOL law 1..a eM War or DIMILMIML WOOL MST IC AMMO, M +at a f�o°L.. AM MGM MO Mara 0, Da IMOD egaralet MEW. ,-10 I IPT bagel s.. re6C .O1Gr V.3. Meal .qw �Y1alOmiarOm BspnwPPWb ofaymlaa F. anal, weaaY L0 ft Ern, dilep asdrlloa Min B1eMifie Sara Iwsiena ELMO= ac.b 50. pbe 9a6101 1. vmar- xaoaar.. Mae PRELIMINARY LANDSCAPE DETAILS I AZURE PROPERTIES P.O. Box 37830 ST. PAUL MINNESOTA 53117 1 MAIN STREET VILLAGE LINOLUCES.MINNESOTA p4. -1-1• . , - 7 U J J, • • • • BIOFILTRATION DETAIL 4 SCALE: = 20' -0" BIOFILTRATION DETAIL 1 SCALE: 1"=2C-0" BIOFILTRATION DETAIL 2 SCALE: 1"=20.-0" BIOFILTRATION DETAIL 3 SCALE: 1"=20.-0" PLANT SCHEDULE RD I RED OSIER DOGWOOD /Cce,..1 I 'mow toremel' CITY WET PRAPJJE MD;1URE I ROOT I0UAN1flYOS1RUCDDPS IT COleT.r 10<_ I S D.0 B P.S LEMJACRE A.e.IFw.r Amy mod.. No-Tp.el Ave Ly.vi...mISA TRANSI7ICNAL NATIVE SEED MIX NORM MOlaB AIM/SABONA D ° COMMON NAME BOTAAY AL NAME YOF NIX baunb: N: LTPAT!ON AREAS. NOB9BA.IWMIN .Bi I.NK..- : NaswY. ; Bhd e.1 S. • NOTE: AU. LANMAPEO AREA. 1D BE IRRIGATED • LABIA AL B@ M . Os lawras •• SHRUB TOTALS FOP. ROYEMRAl10N DETAILS •: -IC AND MTIOATION AREA ONLY •• Baa( �M WIiAB9M -- mrio..mgae. i..o nBCeA aA9ceT®aa(r ama�cn4l.rrA ••■ I) LA93 FOR ALL SEEDING SHALL PE PROHOER TD CITY ••• rA '- cmna.AGtl.ad •-e 5O 4B% AREAS SHOULD BE PLANT= BY A CONTRACTS ON THE MBth,.SOTA DEPT. BOIL®(.600NAAB n BMGI'KTA OF NATURAL RrSOUR=-S LOT OF CONTRACTORS •••• GA. A..im RATE: IAA PRSlBLBm NNE 0111/1.1ESMOPMMONJUIRMISNOMAIMISMIIIITIMAIHRIIIMMIY/MORWIN BIOFILTRATION DETAIL 6 SCALE: 1 "= 20` -0" F.aAw.ewsC..ieen! I P oL. Aw Ger.ns [e...wron ie< Nei..Y.W Lae iwbe 4a,..a.e..: l'a.b R'i1 WxfLS I.ms.eatii: 4..1.4(i(4SBm.8rbGIN RI IN.- VuN4 Be.lamacr Ler.b Aal2 Bee =SW PRELIMINARY BIOFILTRATION DETAILS AZURE PROPERTIES P.O.Boc ITMC SL PAUL MINNESOTA SHY? BIOFILTRATION DETAIL 7 SCALE: 1"=20.-- 0" PI$NEERengineering AM Tamp:551Am FENEFTARLEALEKEMO (61161.1914 FAKKAE Cow RyadL Office BIOFILTRATION DETAIL 8 SCALE: I = 20' -0" BIOFILTRATION DETAIL Pit TO SCALE - S[nAPY EffilC SOIL AVON SOL GLWN.ROM BEDDING MEDIUM HOSOa6NOSE LOWE OF 50-4= tOHSOLjEBit SKID (MSHR1 IM-5 OR ASE C -53 IRON GRAS SILT OF 0.212- - OWL 2D-300 MASK. MAIM LOAN. LONEY SAND. OR LOAF TEMPS PM USDA MATURE.. TF1Ehu.E NM LESS TMR 5% CLAY CO IEEWf) A I it-S31: ORGNU; LEAF CONPOSr (WOOS GRACE 21. T -r. OF SHRCCDi HARDA502 AMPS, OM= TYPE 5) FOR ANEW) PLVRE, AND CLAN GRAIN 01740 MRO.CH CNILDIf• TYPE : AT H. RATE 05 2 TOTS AOR ACRE'; FOR AREAS SEEDED. BOOR US H0 -gf 144054 PLAN BIOFILTRATION DETAIL 10 SCALE: 1 " =20`- 0" EARLY MAINTENANCE AND EVALUATION OF NATIVE GRASSIFORB PLANTINGS YEAR 1 9rtAEZBIIENT ISPOG Bid n NIIYENIE- *DEAN. -NN weRTEINNOE I)NON54 -I a- ALTIF -aEir$ a ROI.OESR 10.101•1 13 RINDOWIIROL- IONMlS0WD1®INMW EIENSCONA n-Yn- DmEIO. E4GOLWIBIf )FALL BEED/RR I) MAW ITTE -WE MAST -EM.Y I6PMm1 a ®- UOESENIE ERTO3Effi.E*P 11AI TBIANCE FOLLIMINBSEIL13011r I) 1aNFTNL110*• am II-NOWTf a NON -®EI®I t ITRWiK) a NECONI110L- aO.MNM10A01iYNMAW a1310M0NA1 aAfIR1TMOMS OS. EMKIMTpt 1) coon rocs amelrounRitrwma orruonooRalproalomrTwanooR a EffiflIMLSHNWIEAMIO NORLL ROME aMW O31E>®IINWYWLYEH NOOTNL. 4) PBWa•nns•LTWONMAO N0011LRRC.-NONNOE61N1 YEAR 2 EAI IE NTALe p OMIRy O-..MET -aaST. T N0N•N9®IB110.II0Ma *116191733110.-1103.0133313.3106.03.3101111911111301113 ORE. Ci SAO- SPRAY 1NSTE5 ETC. 4SI EN1imROTEWNE001YAMiWY9E TEM®1N10R EVALUATOR p 101WILT0AMLLi00 01M®1NOINMEIi ®EAHLLInal1N0 D ORAEENAaO01ROMHNO ®aMR1MOE.R0E.ELTIRLM100 a ISMS NOM6M/10ADEISCL IO W0013111YME.MEWA1mETW p 0.133.13113**10,1111174173PRCUIRISSO1313.310131313 YEAR 3 MANT9M11e NONINLYPINOES 613 T Y ®3011 -ION IMYTIEILIN I) 361EAMLY0000 OIE001WN 3333£1NETIN0TN0 EWN.IDRION I) WAN..stor eosmoNO l0 A MAW -TALL MOM. RRON0a EIG LONGTERM M INTEIV ICE p 111- .orYmamLRVOe nvosmowaY a 11®12.11110•OCITI IT316ROLEIc a 1313•0BNYEWROTR001AMaMINIQW6.YFALL YENWIONNACE6IMW•E COMPANIES THAT MD: MNDOT AND BWSR SEED MIXES SCORING MA INTER REE01 BIOFILTRATION DETAIL 9 SCALE: 1 = 20' -0" 11 •11Waa01NNW IM Imeamatalwommowts 1•+•1. IMIMAIIMAYIERIE MN•OMLMNIN +ems 1 TWO ONMWOI.N. siM1DA61ANENHN OA33130/1•013•31) a1V 1LnNQ SEEDING METHOD ESTABLISHMENT OFTEMPORARY COVER CROP 81100514405440 TE 0MT YE N W D E PRO MREO POR TIE TY6ORNRZINDEO tY IG®6Y TONAL WA- IMNNO9M6N.NAM4 FERTILIZER 61•1.111E 11111®11301311EA OO1 10L010303NIDNIEEAECO61AE R!M[@ ARP11 ®1OAROEDFWaI6310EArTEIMEOFN@N1Ya »S ▪ 141®06 31 36311!** WOULD CO.TOINa6W ALPO NOLY6•N0 MOW, 11030F SLUM MOWN MCLpNXLMIS MMN Irmo Norms:m I MILAOC®WARINONpL S® NSTAIUTOI fW6011313COIWI33111031104RMiABLEMELT ,iWM303191 . LTOBOFAE 000110E NNNL301 ONSIMNOaRDE MNOELORIOOCANf. PLISIN E PMCN0IDE WTNMNOH SEEMS RATES THE IWPONRt WAN CROP OFOATSCRYNaWIREN BNOLoR ® ®NAMVE 03Eti11LWE FOSISSEIN S11®1NACV6 CROP.R1301lDEMNOW®RT ARCS 33 HARROWING SWIM MOLD E IUIIORIEO OR 111100 PCD110054NaL.A7pN OFTETSPOMM 301211131103. PACKING PNAN/ Wf SO wT61N0MLAOTIEl6ROMRyNKRONIP MULCH TIENES OMDEILMDi®IOOWOM0N0RSORIL aioPA0001®330IEOF • IOLOYWL6T9gOFE08L INSPERRNI01BP6JALP OVW014 AM60- H33LAANR33EIRPAO MSS ROE ARA1tATAZOEOFROTONE.61AC1E AMM1E M3331D117ME71,713 T01aATAR0L0PSDTO•IEUOE ESTABLISHMENT OF THE NATIVE MIXTURE BILE PREPBETION FUR NT9 DR3 NOlOADEIIQEWIYPORNEALLOONYFMIMITL 'E ®NAWAL 71111E WYR®IIN30NOPTETW IORMYOINERI 1ME1RNLINLNOIBELAOLHY OONIB)EIERa1MLTWYIOIE AKE. T6NLLNER.ERE AILY000E OOLWIGpINENIE 0INWTIOMYNOOIACNRORTEEEONI I0WTE Y®RATOL 7I SIICNEPORB *EOM®ETAT01T1EOELIDMOWAO MEW 0 *54 01 NTE P I I W BEI O N N 380303. SIRE PREPARATION LIONITYILIALE iENSAE6EENAIWPOWN WEN ORCPIOEDEIE}MINDNINIRLY OEWOTO ML9NOMIEEOEO.TE NIONND1NPOMRYCV6C10PNIOTIE E S1610E MNONWI .TffiYPIEEOLIAAIfIOADEMlEDIP EI TEM1LN01NAIIra WfNOPTEOENNCIN3MOWDEUFT NONE IM06ELSKIWAE FERIOII* FWR{OSIENOTINKIELARYIMI TONNAIWEIMNIOE■EEOm.BAYE61311 EAOMILEK 1ME16W WIYm3I100. SEED INSTALLATION BY R*TEOE®NB T1W.a11WNmNMTRW M1pLD@11IONam11N.A ®MIWLTNTNMY ACIMTHTIEIII 71171.30.!*TOEEA0mN01®PAUSEEEISI POI.) aNE01RINTEO IL1N10NN-T3N- TOIaLEOMDODNTAN116Y00 711)01118331101093 SANE DLROHN®NNYI®i.AON SCUD ENIMT 6654B00CR iONOPWEWNIMOEl MC E.T TIEmLN6ILYOMiTENLL ROLL NIILNRIIWNClc IOS OEMM` M131ELAINCONDELNITE OR#R®NOITRYOIPPERPA 01FILLWE IaONTTEEETLINE WT13131ELNANINNIOTELMIONLMIR NAROINIW.Y1 AMINES NY VETO I ION DEEP. III REIOE61IlL.E 6EDLYNLIEINMTENW.EIDOICOPW6E E E ®ONIE010F®E 540 10 A/WAMEN[YTEFi7*it19 Ai405 O. YEEINOLD ENATI TIOONRNAMM-PWRIINSANROF IWTO taM01L ALLOWLNNOAI INOMDEDO EATAINNTANNEEONMACKWNNS- SEED INSTALLATION BYDRILLING LIGHTLY TILLED BITES INS NAINEYOINEIOLDEMWTEIID6ANA ®001-71417 NLLAEIaEY NNW 1 M ml Dc ONO TIM RANG AND OS ALLIEi IMTO.<N0® 0111NTEORYANPENI.TPa. M 01LL1/12410 ONM313I310.I061133 ®LOPk A MEMO NM AIWA LRIIINAAFI.U.0 ®6,N06IOLDE mIP1LD031OIENLL.IM 11113MpP8AIS.337001031714d 6161LYONBLM 1171-1101. IAENNROlNEM0I01DEMM76. P E HOD. 1DEMOFE *DIERCW T L0i1gCONID7E PNE lIDNM NOIAREMLMaED WAIADER PM TO WEN AM* RANTM06SP111pru1 W 12103 ILL Oa1®N.1 MO= E WIENARENI YEElOONNE NNW* SEEDING WLTE 1MIEAENiPION1NEMMTEW TANAAIONOITElIfINDIML HARROWING W11NOM10EAof N6itakr tom ammo TEN• e0301. PACKP1D MOON ARTEIIBO IN OLDMIN6AARE1L<0M MUM LUCK LAIN= IE ®ONOININPIMU7OIOFTINNOLF WLIEEOWYROOM OETMINRN000ROAI MNI6 WODDEIYIN®WAPi1FOL0000 OCIANNEON,N0RMYROMOM F MtCR0Rr0RIMKIITIERMNLLTTSRO sWMTWNyY0 PWwPNNNLAT N_ MIsE. *a AWN WANNMNINNI CkAc m IEI)TMH® Fc'ID -IE1 �6eli Mie LEJLf L ▪ se LEA. A. row dwNVWwt L11.Ra 100 OW NDN On LIW. Oes1FNN OT PRELIMINARY BIOFILTRATION DETAILS 1 AZURE PROPERTIES P.D. Boo IMO ST. PAUL, MI NNEEEARII7 MAIN STREET VILLAGE LINO LAMES. MINNESOTA • • • • • 16' ■.■ E-23D-APT-G-T-E /SAX TAPERED SQUARE / SPUN CONCRETE POLE BY STRESSCRETE / GRADE / / / KING LUMCNAIRE - K210 MIDLAND MARINA LUMINAIRE & RIVERGRASS ARM PItNEERengineering 2•172 (65116111-1.1111 hic811406 C.". A. H. 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PH •••••••.• • 1. ••••••••••••••• 1' Firm* mw &Se 3111671, !rap Mr Ili 10.17.2 ...••••• •ro,. -fl l I...../••• rare .011 watanaws List • miaiwarce Swiwaima swa aiwww; frrif. Orr !Ire-rove .72 ire 11. Mr II. .30 1.11itr Nem I•••• rc Las Iza MN Jr= Coon Rapids Offuz 201115.Aweitskaa. Ca km*. 1111.1.951111 043/ 7113-111317 Furfill34 lbardirxmlfy Oa Ma Am watiouPwalw I amiewa sic is saws, dwicilopinlaies*/1 - 1. OWSWW-Cwiraximessi made; LiaiwoillaempaSsi widirrielowa ale Swonerifismai. 11m PRELIMINARY LIGHTING PLAN AZURE PROPERTIES PO.B 17830 ST. PNIE.. MINNESOTA 5.5 t17 I MAIN STREET VILLAGE LINO LAMM MINNESOTA aram..1..s.uotavo.e.% 16 oF 16 • • Agenda Item 5B • • Environmental Board Meeting Date: November 28, 2007 Topic: Vaughan's First Addition /Outlot D /Preliminary Plat/Environmental Site Plan Review. Background: Vaughn's First Addition is located in an area that was proposed for platting in 2004. At that time, there was an extensive study (EAW) to look at impacts from proposed development from the north end of Roughed Grouse Road to the island in Wards Lake, connected by a bridge. After the decision was made that there would be no adverse impacts, the project was approved. However, the developer at that time decided not to construct the bridge connection. The developer and land owner now wishes to develop one lot at the end of Rough Grouse Road. Request Owner requests to subdivide existing parcel into two parcels called Lot 1, and Outlot A. In addition, the owner wishes to build a single family residence on Lot 1. Site Data Lot 1 is a 3.38 acres parcel. Outlot A is 27.29 acres total (Attachment 1). The site is serviced with Sanitary Service and Water (Attachment 4). The lot and outlot are within a City Shoreland Overlay District. The Site is tributary to CD25 and Wards Lake. Wards Lake is classified as a natural resources lake. Wards Lake is a state protected water body. Houses built within a Shoreland Overlay District must meet the requirements as specified in the ordinance. For example, the lake side of any part of the structure on a sewered residential lot must be no closer than 150 feet from the ordinary high water level on a natural resources classified lake. Within all overlay district areas, there is a "shore impact zone." The shore impact zone means land located between the ordinary high water level of a public water and a line parallel to it at a setback of 50% of the structure setback. At least 70% Of the shore impact zone area of new developments must be preserved in its natural or existing state. Other Issues in Shoreland Overlay Districts for single family residential lots: • Impervious surface coverage cannot exceed 30% of the upland percentage of the lot area. • Only land above the Ordinary High Water (OHW) level of Public Waters and outside of existing watercoarses can be used to meet the lot area standards. • The lot shall provide for the collection and treatment of stormwater. • Measures to be taken for treatment include, but not limited to: 1. Sediment basins, debris basins, distilling basins, or silt traps 2. Debris guards and microsilt basins on stormsewer inlets. 3. Use of skimming devices, or sump catch basins. 4. Favor infiltration on the site through the use of a Storm Water Treatment Train. 5. Create drainage patterns favoring treatment trains including directing drainage away from the lake and into pervious grass yards as part of the treatment train through the use of downspouts and rain gutters. • Limited clearing of vegetation, and the clearing, trimming and pruning of trees is prohibited in the Shore Impact Zone. Natural vege „Ation must be restored where soil disturbance is allowed in the ova icily. Natural Resources Most of the property is classified as aspen forest and wet meadow. The presettlement vegetation inventory classified the entire area as wet meadow. Soils on the site are Dundas Loam. This is indicated as upland soil on the map (Attachment 2). Dundas soils are however, classified as hydric. Hydric soils are those soils that are sufficiently wet in the upper part to develop anerobic (no oxygen) conditions during the growing season. The definition of hydric soils is a soil that formed under conditions of saturation, flooding or ponding long enough during the growing season to develop these anerobic conditions in the upper part. Dundas are typically very deep, poorly drained soils that have a moderately slow infiltration rate. Analysis: Stormwater Pollution Prevention Plan Although the buildable area is less than an acre (threshold level for SWPPP), the following issues should be addressed on the site: • A concrete truck wash -out area must be indicated on the plan, and marked in the field with a sign. • A method of keeping lot sediments on the site must be indicated in the plan, through either daily street sweeping or 5/8 "- clear, rock entrances. (Detail on Sheet 5). • • • • Silt fence must be properly installed and maintained when the fence becomes 1/3 full. Natural Resource Inventory A tree inventory is included on Attachment 2. A tree preservation plan has not been submitted and must be submitted before any allowed soil disturbance. Requirements for the tree preservation plan are listed in the City zoning code. There are no National Heritage concerns on this property for threatened, rare and endangered plants or animals. Flood plain is extensive on these parcels. Metro Land Survey details (Attachment 3) lists the OHW (Ordinary High Water) for these lots as 887.6. A source of this information should be stated for Wards Lake. The OHW for Reshaneau Lake is 883.5. The OHW for Wards Lake needs to be verified. The Wetlands for the site have been delineated and accepted by the Rice Creek Watershed District. 411, Watershed Issues • An issue that was addressed in previous review of the site when the island was part of the proposed development is ground water sensitivity. Any surface water treatment pond, biofiltration, rain garden or filtration type of pond must have at least 3 feet of sand separation between the bottom of the proposed pond and the seasonally high water table. The soil borings indicate that seasonal high ground water is within 2 feet of the surface on tested parts of the site. Therefore, the bottom of the treatment pond proposed must be at least three feet above stained soil layers. Stained or mottled soil is an indication of water presence at the mottled levels. Location and elevations of the treatment pond must be built with a verified OHW and ground water elevation. This site should be designed with a treatment train approach to surface water. All provisions of the Shoreland Overlay District must be enforced. Unique resources Vegetation: No known or expected. Wildlife: No known on this site. Landscaping Infiltration basin and restoration of natural vegetation areas that are disturbed out of confirmed need for construction must be seeded with the city native seed mix. Recommendations 1. Location and elevations of the treatment pond must built with a verified OHW. 2. This site should be designed in a treatment train approach. 3. The bottom of the treatment pond proposed must be at least three feet above stained soil layers. 4. Follow the Shoreland Overlay District requirements. 5. A tree preservation plan has not been submitted and must be submitted before any allowed soil disturbance. 6. The following pollution prevention measures should be taken: • A concrete truck wash -out area must be indicated on the plan, and marked in the field with a sign. • A method of keeping lot sediments on the site must be indicated in the plan, through either daily street sweeping or 5/8 "- clear, rock entrances.(Detail on Sheet 5). • Silt fence must be properly installed and maintained when the fence becomes 1/3 full. 7. Infiltration basin and restoration of natural vegetation areas that are disturbed out of confirmed need for construction must be seeded with the city native seed mix. 8. Staff recommends that the above staff and any Environmental Board recommendations be forwarded to the Planning and Zoning Board for consideration. Attachments 1. Preliminary Plat 2. Resource inventory 3. Grading, Drainage and Erosion Control Plan 4. Utility Plan 5. Civil Details • e, \ 2000s-2100s \ -r'N n Of, s 9 S88e59'42 'E _ 1314.91 1 - b /U.U2 -i • f w - ��,` s-- r 'li n _ - - �R — '- `s'. +Y r, LOT 9 . u ry Maw *wax I5.6 - a0�' �5.:+.i r: 147236 so- ft. weeti ''.!� C ; ,O(�/T•COTA O r osta 3.36 esre5 •t -wows• mac. \. ' -.`' - -_n,sok • '• --r- -- '' 1.186„663 sp. ft.. 02... r• .'� I E,qr of Magn As as6neh0 ''¢ ®ice'^ ` t- 2729 acres Co 'i On By am* Am:140W awme. Z4 3007 a'' 'w "a" 1 i. - 1 " 0 s • Dku u i1• . - (r. 670.02 - - SE�ApC '.. -- -7,- ;,,�.._- \ 645.51 N89'57 53 VA UGHAN'S 1 ST ADDITION le Ltai a �`' " 8189•34' 47"E 719.26 `, ^_s . ss'--The Southwest corner of the NE 1/4 of the NE 1/4, Sea 26, Twp 31. Rue 22 LEGAL DESCRIPTION (CHICAGO TITLE INSURANCE COMPANY CASE #242520) Outlot D. Pheasant Hlls Preserve, Anoka County, Minnesota, EXCEPT that pail of Outlot D, Pheasant Hills Preserve, being in the West One -half of the Northwest One- Ouarter, Section 27, Township3l, Range 22, Anoka County, Minnesota, described as follows; Commencing at the Southeast corner of the West One -half of said Northwest One- quarter, Section 27; thence North 01 degrees 00 minutes 55 seconds West along the East line of said West One -half, Northwest One - quarter, Section 27, o distance of 57.73 feet to the Southeast corner of said Outlot D for a point of beginning of the tract to be described; thence North 01 degree 00 minutes 55 seconds West, along the Eost line of said Outlot D. a distance of 910.02 feet thence South 89 degrees 22 minutes 49 seconds West, a distance of 580.47 feet; thence South 01 degree 00 minutes 55 seconds East, parallel with the East One of said Outlot D. a distance of 548.90 feet thence North 89 degrees 22 minutes 49 seconds East, parallel with the South line of said Northwest One - quarter, Section 27, a distance of 416.00 feet thence South 01 degree 00 minutes 55 seconds Eost, parallel with the East line of said Outlot D a distance of 370.14 feet to the Northerly right -of -way fine of C.SA.H. No. 10 (Anoka County Right -of -Way Plat No. 11); thence North 85 degrees 24 minutes 36 seconds East along sold right -of -way One a distance of 28.66 feet; thence continuing along said right - of-way line along a curve concave to the North (which has a radius of 2879.72 feet a delta angle of 02 degrees 00 minutes 31 seconds, and an arc length of 136.02) a chord bearing and distance of North 86 degrees 24 minutes 53 seconds East, 136.01 feet to the point of beginning. • r/ - ,LONE., - . \ - The Southeast corner of the NE 1/4-- -' the NE 1/4, Sec. 28. Twp. 31, "ly Rge-22 And EXCEPT the North 1100 feet of Outlot D, Pheasant Hills Preserve, Anoka County, Minnesota. And EXCEPT the South 400 feet of the North 1500 feet of the East 600 feet of Outlot 0, Pheasant Hills Preserve, Moka County, Minnesota. LINO LAKES FEMA ZONES -per FEMA PANEL NO. 270015 0010 B. effective date; May 17, 1982 ZONE A -Areas of 100 -year flood; base flood elevations and flood hazard factors not determined. n ZONE C -Areas of minimal flooding OWNER/DEVELOPER Edward E. Vaughan & Dolores E. Vaughan 1432 Pheasant Hills Drive Lino Lakes, MN 55038 SURVEYOR Metro Land Surveying & Engineering 248 Apollo Drive Suite 100 Lino Lakes, MN 55014 RECEIVED NOV 0 8 2007 Cf3Y OF LINO LAKES , TOTAL ACREAGE 1,335,920 Sq. Ft = 30.66 Acres • O en LEGEND = DENOTES IRON MONUMENT FOUND = DENOTES IRON MONUMENT SET = DENOTES 2 FOOT CONTOUR INTERVAL = DENOTES DITCH LINE DENOTES OVER HEAD UNE -9- DENOTES POWER POLE = DENOTES TREE UNE I' 1n 0 O&TLOTA . . 1.166,663 se. ft - - - - 'i.bNE 1'^i O LOCA'DON MAP r•7 W SONE ri> 4)-1'15�G ' P I 100 scA w SECTIONS 27, & 28, TOWNSHIP 31, RANGE 22 ANOKA COUNTY, MINNESOTA. N89s34'47 "E 600.01 Cam, ®� ^�4 • EDGE OF WETLAND ZQNE C . . Of ntdlod 389'39'11"W' • The Southwest corner of the NW 1/4 of Sec. 27, Twp. 31, Rge. 22 ••••• ••■ ,, e.. lr res `e South line of the NW 1/4 of SSec. 27. Twp. 31, Rge. 22 ' C. S.4.il. Es-247- C14 - -104• _87,24' / = �L= 129.33 Bs5669.58 a f•18'256 NM 10! rs zc c4 -. inv.. 665.76 580.47 `o The Southeast corner of the W 1/2 of the NW 1/4 of Sea 27, Twp. 31. Rge. 22 0 0 61 0 PREUMINARY PLAT DRAM JMA Peo■Lr I 2003.001 DATE 10/30/07 1 • 4 • i w\Prokee,\ zoom - 2100,\2 003- vw0nor\zo03.0o10 \a.v \EI\CIA fons.d g VAUGI--IAN'S 1ST ADDITION RESOURCE 1NVENTOR_Y- as, aiu LOT I FEMA FLOOD ZONE 'A' AELEV: 886.0 (OIL TYPE Rf) Edgg Of Wetland As Delineated By Wenck Associates On October 23, 2007 atu. \W- A, 4:0AS. 7' BO '•?.-22':, 81-6' •Bi BI •7,614' tt9' Brt 7' am, r /31 • 0 8'''Bt„..6C,. E r-Axo;:?,:ke • N 10' • '8' BI 8 1,,(1' 1.8" off • 1.2 21 10' BI C"7 - alu as, 31. ,--Ordinary High Water Elevation: 887.6 12' 20 ar, 18' • - r ' UPLAND AREK Bi 'a (SOIL TYPR HtIC2) BO /AA BO • BI ,,t: 7"81::::22)..... '143., ,,,,i , ATte Pl.„ ' _..,..,,,i- 1-..'' ',a- BI '.!' 1., .. 'e•• ' 7' BI 4,- 14' 9-.1-J w X.1,P Ifk-n•e7,.... B' BI.tk.„ r" ,...- -e• B.1:0 ,,,t- fr1.?.'' ...•••13 ,,,fe, „, -..;.'.,6, Bi.(7,,,.. , r ,7,,,,,,..■ i ,,,, 7” BI •••.,•cP7' 131 ,..,.. • • ,,••• ..., ,.-,.0.7, "•••• , . \ , 8!,.. BD • - i / - - -' iii•Z6t, '-',1_,a1:" ., .,,—' E 2." CO / - --, -I • '7' BI , - , e- SOIL TYPE Du HdC2 Rf ID. co A.A-1 •-• 7' 4„:, 20' CO \ • ) CO 17' , ''",gC4C,0 co 6' B1 \ ,,Cs-1. • 661 072±-„; 7' CO /UPLASD AREA e‘7%, , AI SOIL/ TYPR DO' isfpc‘O-A: — — IL o 41771_, 0 opr A 10' BO at, CO BIC;?,:t...; g"ti. -80_EVC XtH _erix gk.al • 6C°' Bie41r-1-''L,7"...P.Ina.%'C,1/4rtrt Tt. cum 14, pis\ NAME DEPTH TO SEASONAL HIGH WATER TABLE DUNDAS LOAM 2-3 FEET HAYDEN FINE SANDY LOAM 2-6 FEET RIFLE MUCKY PEAT 0-1 FEET RECEIVED NOV 0 8 2007 CITY OF UNO LAKES e < i 1 s. I / 1„. ELEV: / 886.0 (SOIL TYPR at, at, a 0 30 IN SECTIONS 27, & 28, TOWNSHIP 31, RANGE 22 ANOKA COUNTY, MINNESOTA. V VAUGHAN'S 1ST ADDITION LI co CC re) Cl0 Z En <=1 iTz z < > !;2 0 wm LL1 o CNI Z 't LINO LAKES, MINNESOTA RESOURCE INVENTORY MOONED KTG MAW KTG PROJECT 2003.001 WOE 10/30/07 2 1 0 • NAPro(gcb\2090a- 2100.\2097- VmPonVmoaww\mvWViw nooda9 alkIL aY� VA UGIIAN'S 1 ST ADDITION GRADING, DRAINAGE, AND EROSION CONTROL PLAN LOT I AL Edgg Of Wetland As Delineated By Wenck Associates On October 23, 2007 a4 AL / FEMA FLOOD ZONE 'A' ELEV:886.0 7 CRP\ EP E4EN- FL000PLA1N>4 ,./ CAAPENSATORY STORAGE = 204 CY./ / / f1.000PLA1N41 FILL 141_200 CY AL ,---Ordinary High Jv Au \ ,fit„ . .1: --( - • \ \ \, •�, \.` ^ 1......? a "'l" _-'-,s >a' Water Elevation: 887.6 OLd TLOTA Ju FEMA FLOOD ZONE 'A' ELEV:886.0 ,n. AL ,ru ALL AL ,a' LICK CONSTRUCTION ENTRANCE 1, Kousel GRADING LEGEND GRADING NOTES THE EXISTING WELL SHALL BE REMOVED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROPOSED CONTOURS REPRESENT FINISHED SURFACE ELEVATIONS. SPOT ELEVATIONS ALONG EXISTING CURB DENOTE TOP OF CURB. EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON RECORD DRAWINGS AND. WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT 1D BE RELIED ON AS BEING EXACT OR COMPLETE. CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO EXCAVATION, TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CONTRACTOR TO CALL GOPHER STATE ONE CALL (1 -800- 252 -1166) 48 HOURS PRIOR TO EXCAVATION FOR LOCATIONS OF UTILITIES. CONTRACTOR REQUIRED TO PROTECT THE TREES TO BE SAVED. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TRIMMING SERVICE TO TRIM THE TREES. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN UMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TD MINIMIZE ANY LASTING DAMAGE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. CONTRACTOR SHALL STRIP, STOCKPILE AND RE- SPREAD SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM FOUR INCH DEPTH TO ALL DISTURBED AREAS TO BE SODDED OR SEEDED. THE PROPOSED GRADING PLAN INDICATES FINAL GRADING AFTER THE HOUSES ARE CONSTRUCTED. THE CONTRACTOR SHALL APPLY A HOLDDOWN OF 2.25' ACROSS THE BUILD PAD LOCATIONS DURING THE GENERAL GRADING OF THE SITE. THE FINISHED BUILDING SUBGRADE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FEET ABOVE OR BELOW THE PROPOSED ELEVATION. Strati OR PARKING AREA SUBGRADE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FEET ABOVE OR BELOW THE PRESCRIBED ELEVATION. AREAS TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.10 FEET OF THE REQUIRED ELEVATION UNLESS DIRECTED OTHERWISE BY THE ENGINEER. TOPSOIL SHALL BE GRADED TO WITHIN )i INCH OF 1HE SPECIFIED THICKNESS. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. CONTRACTOR SHALL BE A CO- APPLICANT WITH THE OWNER. THE CONTRACTOR SHALL COMPLETE THE REQUIRED INSPECTION REPORTS AND BE RESPONSIBLE FOR MAINTENANCE OF THE EROSION CONTROL DEVICES IN ACCORDANCE WITH THE NPDES PERMIT AND THE SWPPP FOR THIS PROJECT. EROSION CONTROL NOTES THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBWTY FOR CONTROLLING AU. SILTATION AND EROSION OF THE PROJECT AREA AU. EROSION CONTROL AND SILTATION CONTROL MEASURES SHALL COMPLY WITH MINNESOTA'S BEST MANAGEMENT PRACTICES MANUAL THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL EROSION AND SILTATION INCLUDING. BUT NOT UMRED TO, STAKED STRAW BALES. ROCK ENTRANCES AND/OR SILT FENCES. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES: ALL DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY, AT HIS /HER OPTION. DIRECT THE CONTRACTOR IN HIS/HER METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITING OF SILT OR MUD OH NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION OF THE OWNER. All AT THE EXPENSE OF THE CONTRACTOR. ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING OPERATIONS AND BE MAINTAINED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE BEEN RESTORED. TEMPORARY EROSION CONTROL TO BE PLACED AROUND STORM DRAIN STRUCTURES DURING CONSTRUCTION. SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL DEVICES AS NECESSARY AND MUST BE REMOVED IF DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR DURATION OF PROJECT. All SLOPES 3:1 OR STEEPER. NOT TO BE SODDED AND GREATER THAN EIGHT FEET IN HEIGHT, SHALL HAVE EROSION CONTROL FABRIC INSTALLED. WHEN THE SITE GRADING CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL SEED AND MULCH THOSE AREAS AS DIRECTED BY THE OWNER WITHIN 48 HOURS OF GRADING COMPLETION. THE SEEDING SHALL COMPLY WITH MN/DOT SPECIFICATION NO. 3876, AT A RATE OF 50 LBS /ACRE THE SEEDED AREA SHALL BE MULCHED. THE MULCH SHALL APPLY WITH MN/DOT SPECIFICATION 3882. TYPE 1. THE MULCH SHALL BE APPLIED AND ANCHORED IN ACCORDANCE WITH MN/DOT SPECIFICATION NO. 2575.3, Fl. MULCH SHALL BE APPLIED AT THE RATE OF 2 TONS PER ACRE. THE MULCH SHALL. BE ANCHORED WITH A DISC, CLODBUSTER DR OTHER APPROVED EQUIPMENT. SF 1.3% EXISTING CONTOURS PROPOSED CONTOURS SILT FENCE DRIVEWAY SLOPE LOCATION MAP 4 MILE ID L! C.S.AAL NO.10 ti4, C 4. F L C, 1k I SECTIONS 27. & 28, TOWNSHIP 31, RANGE 22 •uMCA COUNTY. MINNESOTA. INFILTRATION NOTES A. WHEN THE SITE GRADING CONSTRUCTION IS SEED AND MULCH THOSE AREAS AS DIRECTED BY THE OWNER WITHIN 48 HOURS OF GRADING COMPLETION. THE SEEDING SHALL COMPLY WITH MN/DOT SPECIFICATION NO. 3876 AT A RATE OF 50 LBS /ACRE. THE INFILTRATION BASIN BOTTOM SHALL BE SEEDED WITH NDOT SEEDING MIX 350. THE SEEDED AREA SHALL BE MULCHED. THE MULCH SHALL APPLY WITH MN/DOT SPECIFICATION 3882, TYPE 1. THE MULCH SHALL BE APPLIED AND ANCHORED IN ACCORDANCE MTh MN/DOT SPECIFICATION NO. 2575.3, Fl. MULCH SHALL BE APPLIED AT THE RATE OF 2 TONS PER ACRE. THE MULCH SHALL BE ANCHORED WITH A DISC, CLODBUSTER OR OTHER APPROVED EQUIPMENT. AU. FILTRATION AREAS SHALL BE KEPT OFFUNE UNTIL FINAL STABILIZATION IS COMPLETE. Lit VE u NOV 0 8 2007 B. HEAVY EQUIPMENT SHALL BE KEPT OUT OF INFILTRATION AREAS TO PREVENT COMPACTION OF SOILS. C. THE INFILTRATION BASIN SHALL BE GRADED FIRST, AFTER THE EROSION CONTROL IS INSTALLED. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THE INFILTRATION CAPACITY IS MAINTAINED DURING CONSTRUCTION. z 0 0 0 1ST ADDITION N z 2 C9 DE 0 0 O Z J Q J_ z ?1� ;NW 0 W J w= °-o N Z J y ta z z z W 0 O Z Q J w ( J 0 Q 0= 0 0 0 cgz z N 0 0 Q c1 ow CO mmEED KTG PROEM 2003.001 DAIE 10/30/07 SHEET 3 LOT 1 ,4 \ / �dRP`ESMEN� /NA_ Edgg Of Wetland As Delineated By Wenck Associates On October 23, 2007 — A. Ne. UTILITY NOTES A` JD. VA UGHAN'S 1 ST ADDITION UTILITY PLAN A. } Nei �x \As — \ /' 8433 / r slat -- Ordinary High Water Elevation: 887.6 T 7 _ • \ L Q T A 4W-4' 811.-9B PVC SNNIMY DUNCE S iOOs ---890 = ,p " u. s SYNSMY PWG Kt 1157.07i D. DIRTY BOSD — — SIREET 11tlR 1 \ / Ir / i , 1 • ''� / 1 a / \ v D. SWIM INN 1 ilk XIS ■v. EeEee / CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF DIMING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. ALL DUSTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT 'GOPHER STATE ONE CALL' (851- 454 -0002) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION. UTILITY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAN AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STOMA SEWER INSTALLATION' AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA AND AU. STANDARD DETAILS FOR THE CITY OF UNO LAKES ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (P.V.C.) SDR 35 UNLESS OTHERWISE NOTED. SANITARY SEVER WYES SHALL BE 8 INCH BY 4 INCH SCHEDULE 40. SANITARY SERVICES SHALL BE 4—INCH SDR -26 P.V.C. ALL WATERMAIN PIPE TO BE DUCTILE IRON PIPE (DIP.) CLASS 52 UNLESS OTHERWISE NOTED. ALL WATER SERVICES SHALL BE 1 —INCH, TYPE 'K' COPPER. CONTRACTOR SHALL MAINTAIN AS —BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. AS —BULT INFORMATION SHALL INCLUDE ELEVATIONS OF ALL SANITARY SERVICE ENDS. — — I UTILITY LEGEND D --- EXISTING SANITARY SEWER DOSING WATERMAN 0 EXISTING SANITARY MANHOLE EXISTING HYDRANT •--•— PROPOSED SANITARY SERVICE — �— PROPOSED WATER SERVICE • PROPOSED CURB STOP ,eu N4 LOCATION MAP NOT ma MX CP I 4.5-r _ Cr € SECTIONS 27, & 28, TOWNSHIP 31, RANGE 22 ANOKA COUNTY, MINNESOTA. RECEIVED Nov 0 8 2007 CITY OF UNO LAKES ry O VAUGHAN'S 1ST ADDITION LINO LAKES, MINNESOTA UTILITY PLAN DESIGNED KTG MANN KTG FREI4EGT 2003.001 DANE 10/30/07 SKEET V 4 • • s 3"1GT'xr1' WOOD STAKES 0 8' O.C. EXISTING GRADE MNDOT 2573, SILT FENCE, TYPE PREAASSEMBLED PROPS( FABRIC OR a1FASENTOSTAKES 10' MIN. ACKFILL URY BOTTOM 1' OF FABRIC $ PROPOSED EMBANKMENT SILT FENCE REQUIREMENTS FABRIC AS PER MNDOT SPEC. 3886 W MAXBAUM SPACING BETWEEN STAKES 2 MINIMUM EMBEDMENT OF STAKES 1' MINIMUM EMBEDMENT OF FABRIC 3'X3'%5' MINIMUM DIMENSIONS OF WOOD STAKES HEAVY DUTY SILT FENCE PER MNDOT SPEC. 3886 SILT FENCE WOOD POST MLSE No. 500 NO SCALE 25' MIN. RADIUS 6" MINIMUM \ GROUND 1" — 2" WASHED K 50' OR GREATER A EQUI RIME MIME PUBLIC SIMEM 6" MIN. 1.5" OR 2" CRUSHED ROCK ROCK CONSTRUCTION FNTRANrE MLSE No. 510 INFILTRATION BASIN REVEGETATION A ORARIS SIESENE - REM WADED SNAIL DE DOE N COMWMCDW VIM DE REST OF THE M11. ECCW.1 NINE * 07' DF i1N9lD GRADE. MC LENT OR ROBR?R -L® EQUIPMENT FETAL ORAONO OF OMR MC. E DILATED MIL REMINDER CF CC IS REM GRADED AFC SEEDED. ND OEER- CCAVADOM OF BASE ARC IS AULNED, AFTER RENT OMSK iN. THE DAM FLOOR ID A WARN DEPTH OF S NOES IN TOPSOIL !W ON-DE SAME SOUS N A RENO Of ID/ED. OR AS AM GRACCED AND GPMAT 50* MBE CODE BASH FLOOR t EROSION CONTROL - PLACE SET MICE AROUND BAN AREA AT THE TA CONI0IR RRRLIALELT AFER ROUGH ORA01A A MIMED. YN1AN UNTIL FEAR D Me TURF ESTA119ROR EON E 00E ND IEGETAD01 6 EITAEOEDI N0 CRONUS G IAN IBIAIUDIOD - SEED MTH N1DIT MO DSO OR OIT AMSTED MEM N ACODIDANCE A111 LET REORBE0EIE. MME S® N MI A RETIE 11AMOR Cl ALL AREAS EEEBR IRE SIN COE10E. D. Ail. EE■VEGEIATAN SEN . COREBPF ■IN 7 DAIS OF FINAL WAMC JNFILTRATION NOTES MLSE No. 901 RECEIVED NOV 0 8 2007 CITY OF LINO LAKES VAUGHAN'S 1ST ADDITION LINO LAKES, MINNESOTA CIVIL DETAILS DEWED KTG DRAM KTG 2003.001 DAE 10/30/07 N[ET E 5 • • • MEMORANDUM November 20, 2007 To: Environmental Board Economic Development Advisory Committee From: Jeff Smyser Subject: Spotlight on 2030 Comprehensive Plan Update The City has entered the third step of an innovative planning process with the updating of its comprehensive plan. Recall that it began with step one, a citizen survey in spring of 2006. Step two was a citizen - driven visioning process that was completed early 2007 with the 2030 Vision Plan. The Vision Plan, in turn, serves as the foundation for step three: the comprehensive plan. The comprehensive plan will guide decisions about development of the city for the next twenty years. The Comprehensive Plan Advisory Panel has made good progress. At the November 7th meeting, we complete the draft Proposed Land Use Plan. This map depicts the vision for "full build out" of the city. When this might happen is unknown. Consultants and staff now are in the process of analyzing a draft staging plan. We need to provide for future growth at a reasonable rate and fulfill Metropolitan Council requirements for average city wide density. The growth staging will be based on projected household growth, the provision of municipal utilities (water and sanitary sewer), and transportation and other infrastructure. The staging map will determine what areas of the city will be planned for growth up to year 2030. Beyond that, we will designate additional land as "urban reserve ". There will be an open house for the entire community on December 4th at City Hall. This will be an opportunity for everyone to learn more about the comprehensive plan project and provide important community ideas. Information about the open house was included in the city newsletter. More information about the history and status of the project can be found on the City's website. • • • 2007 Goals 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 local media. 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 all activity in the 35W corridor 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 and then forward report to city council. • 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. • Participate in school nature project at Centennial Middle School.