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33 33FNDIP-1/2" 12251899.0INV900.0TOPFNDIP-1/2" 12251FNDIP-1/2" OPENFNDIP-1/2" 14946901.5901.8901.5901.5901.5902.3901.8902.1902.4902.2902.5902.7902.3902.1902.1901.7901.8901.7902.0902.3901.8902.3902.5902.69 0 2 . 4 902.2902.6902.4902.29 0 2 . 4 902.3902.6902.5902.5902.2902.2902.6902.5902.2902.2902.5FFE GAR902.3902.3901.9902.0902.5902.6902.4902.4902.1902.1902.1902.0901.8901.6901.6902.0902.1901.6901.0900.8900.8901.0901.2901.6901.6901.6901.6898.2901.3902.3902.1901.0897.4INV898.9TOP899.2898.2899.1901.2898.8899.0901.0898.1INV899.6TOP902.3901.2901.3901.3901.3901.5901.8902.0MB902.3902.4902.5902.3902.0901.5902.1902.7902.5902.5901.1902.0902.2902.4902.5902.4902.3901.6901.8902.2901.3901.1902.3MAP14901.8MAP24902.69 0 3 . 0 902.2901.7902.4901.5901.2902.5902.0901.9902.0901.5901.412" CMP19.920.1 36.364.4 56.244.3 EXISTING BUILDINGFFE = 902.5MAIN LEVEL AREA =3,220 SF20 20 DRAINAGE AND UTILITY EASEMENTPER PLAT OF LINO LAKES PARKDRAINAGE AND UTILITY EASEMENT PER PLAT OF LINO LAKES PARK 67.0 33 902900900902902902902902 902902900900902 11.1OVERHANG71.287.0(PUBLIC ROAD)12" DIP8" PVCSITE ACCESSEXISTING WELL TO BE SEALED PERCITY AND MN DEPT. OF HEALTHREQUIREMENTS UNLESS USED FORIRRIGATIONPKGSB PKGSB PKGSB PKGSB PKGSB PKGSB PKGSB PKGSB PKGSB PKGSB PKGSB PKGSB PKGSB PKGSB PKGSB PKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBPKGSBEXISTING GRAVEL SURFACETO BE PAVED (TYP)BAFFLE WEIR(SEE DETAIL)(TOP OF BOARD AT 900.5TO ACT AS EMERGENCYOVERFLOW)SEDIMENTATION BASINBOTTOM 897.0OUTLET 900.0HWL 900.58 C.Y. CLASS 3 RIP-RAPW/ GEOTEXTILE FILTER FABRICX X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXX902 899 898 897 897 898 899 901 900 901 900 902 902SB1SB227.0'SSSSSSSSSSSSSS S S S S S S S S S S GENERAL NOTES1. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATIONOF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE.THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TOTYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESEUTILITIES.2. CALL GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONSFOR EXISTING UTILITIES LOCATIONS.3. THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OFEXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THESTART OF INSTALLATIONS.4. ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARDSPECIFICATIONS AND DETAIL PLATES.5. ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS.6. PARKING, EQUIPMENT STORAGE OR MATERIAL STORAGE SHALL NOT BE ALLOWED ONPUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY.7. NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OFCONSTRUCTION.8. ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALLBE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALLUTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITYCOMPANY.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAININGTRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS,FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC.LEGENDEXISTING GRAVELEXISTING HYDRANTEXISTING WATER MAINEXISTING GATE VALVEEXISTING STORM SEWEREXISTING TELEPHONE PEDESTAL(GUTTERLINE, BITUMINOUS SURFACE, OR GROUNDSURFACE UNLESS OTHERWISE INDICATED)920.60920.99PROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONPROPOSED SILT FENCES928PROPOSED CONTOUREXISTING CONTOUREXISTING OVERHEAD ELECTRICOHWGEEXISTING UTILITY POLEEXISTING SANITARY SEWEREXISTING ELECTRICAL PEDESTALEXISTING BITUMINOUSEXISTING FLARED-END SECTIONEXISTING FENCEXEXISTING CABLE PEDESTALPROPOSED DIRECTION OF DRAINAGE930EXISTING CONCRETE930EXISTING FIBER OPTIC BOXFCETEXISTING UNDERGROUND GAS LINEGASEXISTING UNDERGROUND TELEPHONEGASBY HAUGO GEOTECHNICAL SERVICESPROPOSED SOIL BORING LOCATIONSPROPOSED RIP-RAP(22" x 34")S:\PLOWE\CAD\24PROJ\2179 - 416 LILAC ST (LINO LAKES)\2179 CAD\2179 BASE 1.DWGThursday, December 5, 2024 11:53:41 AMNORTH1 INCH = 20 FEETHORIZONTAL200 10 2040FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. PREPARED FOR: BRF ENTERPRISES LLC 416 LILAC ST LINO LAKES, MN 1 2 4 5 6 7 8 3 MQA AG CHECK BY: DRAWN BY: 24-2179 DATE: JOB NO: 12/06/24DESCRIPTIONDATENO.SHEETC1.1Date: License No. 43963 ADAM GINKEL 12.06.2024 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the State of Minnesota. GRADING, DRAINAGE & ESC PLAN PRELIMINARY24-2179ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS ORIMPLEMENTED IN THE FIELD SHALL BE IN ACCORDANCE WITH THE CITY REQUIREMENTS.PHASE I:1. INSTALL STABILIZED CONSTRUCTION ENTRANCE.2. PROVIDE TEMPORARY PARKING AND STORAGE AREA.3. INSTALL SILT FENCE AS SHOWN ON PLAN.3.1. ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE.3.2. THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OFACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDINGCONSTRUCTION.3.3. SILT FENCE SHALL REMAIN IN-PLACE UNTIL SITE HAS BEEN STABILIZED.3.4. CONTRACTOR TO PROVIDE ADDITIONAL SILT FENCE, BIOROLLS, EROSIONCONTROL BLANKET, OR OTHER APPROVED EQUAL FOR ANY SLOPES THATAPPEAR TO BE FAILING. (NOTE: EROSION CONTROL BLANKET MUST HAVENON-FIXED JOINTS AND BE FULLY BIODEGRADABLE; ANY BLANKET NETTINGMUST BE LOOSE-WEAVE.)4. INSTALL INLET PROTECTION FOR ALL EXISTING STORM SEWER STRUCTURES (ASAPPLICABLE).5. PROVIDE TREE PROTECTION FENCING IN ACCORDANCE WITH CITY TREEPROTECTION FENCE DETAIL (GEN-27).6. PERFORM SITE GRADING ON AN AREA-BY-AREA BASIS TO MINIMIZE UNSTABILIZEDAREAS.6.1. CONTRACTOR MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOILAREAS, AND COMPLETE THE STABILIZATION WITHIN SEVEN (7) CALENDAR DAYSAFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITETEMPORARILY OR PERMANENTLY CEASES.7. PAY SPECIAL ATTENTION TO ADJACENT PROPERTY LINES TO ENSURE THE EROSIONCONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENTONTO ADJACENT PROPERTIES.8. STABILIZE SOIL STOCKPILES; STABILIZATION SHALL BE INITIATED IMMEDIATELY.9. FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS.10. CONTRACTOR SHALL BE RESPONSIBLE TO SWEEP/SCRAPE ADJACENT STREETSWHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS ORAS DIRECTED BY CITY.PHASE II:1. INSTALL RIP-RAP AT FLARED-END SECTIONS (AS APPLICABLE).2. INSTALL TEMPORARY INLET PROTECTION FOR ALL STORM SEWER INLETSTRUCTURES IN PAVING AREAS (AS APPLICABLE).3. INSTALL UTILITIES INCLUDING SANITARY SEWER, WATER MAIN, STORM SEWER (ASAPPLICABLE.)4. COMPLETE GRADING AND INSTALL SEED OR SOD IN DISTURBED PERVIOUS AREAS(PER LANDSCAPE PLAN).5. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ONLY AFTERSITE HAS BEEN STABILIZED.** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY BIODEGRADABLE, NONFIXED JOINT FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION.* MOW A MINIMUM OF:RESIDENTIAL TURF - ONCE PER 2 WEEKSCOMMERCIAL TURF - ONCE PER 4 WEEKS3885 (CATEGORY 2)WOOD FIBER BLANKET3881FERTILIZER3882 (TYPE 1 - DISC ANCHORED)MULCH* FOR TURF ESTABLISHMENTITEM3876SEED **3878SODMNDOT SPECIFICATION/NOTESMNDOT MIX 25-131 (220 LBS/ACRE)MNDOT MIX 25-131 (120 LBS/ACRE)COMMERCIAL TURFRESIDENTIAL TURFREVEGETATION SPECIFICATIONSTIMING FOR EROSION & SEDIMENT CONTROLRCallbefore you dig.below.Know what'sLOT AREA= 46,425 SFAREA OF DISTURBANCE = 10,400 SF= 0.24 ACRESTOTAL IMPERVIOUS = 30,274 SFGRADING INFORMATIONAttachment 4: Civil Plan Set