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907.9907.8907.70FNDIP47223905.96FNDIP5332908.09TC907.93TC907.77TC907.58TC907.7907.9908.0908.4908.3908.1907.6907.42TC907.6MBCO908.05CO SANCS907.92056907.9PINE162057908.0PINE162058907.9PINE12907.16TC907.00TC907.8908.42073908.4POPLAR14CS908.3CO908.27CO SAN908.0907.9POLE W/EB907.6907.8908.2908.1908.1908.3SoA125.0980.00125.0980.00215.00215.0011001908.11TRAVIP908.01FNDIP9018907.62FNDIP9018911.20FNDIPREBAR23266906.78FNDIP9018910.07909.78909.79910.10910.69910.48910.30910.51907.6BIR12-8-6907.9SPR8909.2SPR22910.25910.02907.89906.9SPR14906.6SPR12906.4SPR14906.7SPR14906.7SPR10906.5SPR6906.7PIN16906.5PIN16907.0907.70907.34908.03908.43908.83909.68909.98910.46910.54909.7MAP22910.2MAP12-8912.6BOX10-10-8-8-4911.4OAK8911.8BOX10911.4TREE10-DEAD911.9TREE8912.2BOX12-6-6906.7OAK26910.19MH-SEP909.5SPR16907.6ELM26907.5ELM24906.6906.9907.1909.3910.1909.1909.4PIN16909.0PIN14909.4PIN14910.2PIN16909.1SPR18909.85WELL908.33908.05908.11907.71907.62907.40907.18907.45907.31907.26907.06907.23906.99906.79906.63906.83906.61906.43906.40906.59906.68906.50906.83906.84906.88907.00906.87907.06907.06907.19907.44907.46907.53907.42907.39907.65908.12907.81907.61907.76907.80907.75907.49907.16906.97906.92906.93906.70906.39CO905.84905.68906.11906.01906.23906.32906.40906.48906.80906.70907.08907.07907.8CS906.9907.88907.89907.5590690790890991091191291090990890790890891190790724.364.123.964.3907.56SANSRVCS907.18SANSRV906.62SANSRVCS80.0080.00215.00906.6SB?906.9SB?SLABLOW ENTRY = 911.0LOW FLOOR = 911.02.0%EX. 8" DIP CL 52 WATERMAIN7.3%55.060.055.060.060.060.060.060.0SLABLOW ENTRY = 911.0LOW FLOOR = 911.09079109109102.0%7.8%LOW AREAHWL907.6FMFMFMFMFMFMFMFMFMFMEX-T/C EX-T/C9109109102.0%2.0%2.0%907908910908908908908SSSSSSSSSSSSSSSSSSSSSSSSSSSSS910.20908.50906.97907.42EOF906.67907.11910.30910.30910.30SILT FENCE (TYP) ROCK CONSTRUCTION ENTRANCEGENERAL NOTES1. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESEUTILITIES.2. CALL GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS FOR EXISTING UTILITIES LOCATIONS. 3. THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. 4. ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS 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 ON PUBLIC 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 SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. DENOTES PROPOSED WATER PIPE DENOTES PROPOSED SANITARY SEWER PIPE DENOTES FENCE DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN DENOTES UNDERGROUND ELECTRIC LINE DENOTES UNDERGROUND GAS LINEXXGASE DENOTES UNDERGROUND FIBER OPTIC LINEFIBER DENOTES BUILDING SETBACK LINEBLDSBDENOTES HYDRANT DENOTES GAS METER DENOTES POWER POLE DENOTES SIGN DENOTES CONCRETE SURFACE DENOTES BITUMINOUS SURFACE DENOTES LIGHT POLE DENOTES TELEPHONE PEDESTAL DENOTES CABLE PEDESTAL DENOTES EXISTING SPOT ELEVATION DENOTES WELL DENOTES MAILBOX DENOTES FIBER OPTIC BOX DENOTES ELECTRICAL BOX DENOTES EXISTING CONTOURS DENOTES SOIL BORING. (BY OTHERS) DENOTES AIR CONDITIONING UNIT DENOTES CLEAN OUT DENOTES CURB STOP DENOTES SANITARY SEWER MANHOLEX 952.36COCSSWDENOTES TREE LINELEGEND(22" x 34")S:\PLOWE\CAD\24PROJ\2157 SLATER ADDITION (LINO LAKES )\2157 CAD\2157 BASE 2.DWGMonday, August 12, 2024 11:08:27 AMNORTH1 INCH = 20 FEETHORIZONTAL20 0 10 2040FAX: (651) 361-8701PHONE: (651) 361-8210LINO LAKES, MN 550146776 LAKE DRIVESUITE 110SITE PLANNING& ENGINEERINGPLOWEENGINEERING, INC.PREPARED FOR: BOULDER CONTRACTING, LLCSLATER ADDITIONLINO LAKES, MN12456783MQAAGCHECK BY:DRAWN BY:24-2157DATE:JOB NO:07/31/24DESCRIPTIONDATENO.SHEET C1.1Date: License No. 43963ADAM GINKEL08.12.2024I hereby certify that this plan was prepared by meor under my direct supervision and that I am a dulylicensed professional engineer under the laws ofthe State of Minnesota.GRADING, DRAINAGE & ESC PLANPRELIMINARY24−2157ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS OR IMPLEMENTED 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 OF ACCUMULATED 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, EROSION CONTROL BLANKET, OR OTHER APPROVED EQUAL FOR ANY SLOPES THAT APPEAR TO BE FAILING. (NOTE: EROSION CONTROL BLANKET MUST HAVE NON-FIXED JOINTS AND BE FULLY BIODEGRADABLE; ANY BLANKET NETTING MUST BE LOOSE-WEAVE.) 4. INSTALL INLET PROTECTION FOR ALL EXISTING STORM SEWER STRUCTURES. 5. INSTALL TREE PROTECTION FENCING AS APPLICABLE. 6. PERFORM SITE GRADING ON AN AREA-BY-AREA BASIS TO MINIMIZE UNSTABILIZED AREAS. 6.1. CONTRACTOR MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS, AND COMPLETE THE STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES. 7. PAY SPECIAL ATTENTION TO ADJACENT PROPERTY LINES TO ENSURE THE EROSION CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO 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 STREETS WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS OR AS DIRECTED BY CITY. PHASE II: 1. PROVIDE TEMPORARY SEED FOR DISTURBED AREAS. 2. INSTALL RIP-RAP AT FLARED-END SECTIONS (AS APPLICABLE). 3. INSTALL TEMPORARY INLET PROTECTION FOR ALL STORM SEWER INLET STRUCTURES IN PAVING AREAS (AS APPLICABLE.) 4. INSTALL UTILITIES INCLUDING SANITARY SEWER, WATER MAIN, STORM SEWER. 5. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND/OR SOD. 6. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ONLY AFTER SITE HAS BEEN STABILIZED. ** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY BIODEGRADABLE, NON FIXED JOINT FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION.* MOW A MINIMUM OF:RESIDENTIAL TURF - ONCE PER 2 WEEKS COMMERCIAL TURF - ONCE PER 4 WEEKS 3885 (CATEGORY 2)WOOD FIBER BLANKET3881FERTILIZER 3882 (TYPE 1 - DISC ANCHORED)MULCH * FOR TURF ESTABLISHMENTITEM3876SEED **3878SOD MNDOT SPECIFICATION/NOTES MNDOT MIX 25-131 (220 LBS/ACRE) MNDOT MIX 25-131 (120 LBS/ACRE) TEMPORARY MNDOT MIX 21-112 (100 LBS/ACRE)FALL COVER MNDOT MIX 21-111 (100 LBS/ACRE)SPRING/SUMMER MNDOT MIX 22-111 (30.5 LBS/ACRE)1-2 YEARS COVER MNDOT MIX 22-112 (40 LBS/ACRE)2-5 YEARS COVER COMMERCIAL TURF RESIDENTIAL TURF MNDOT MIX 21-113 (110 LBS/ACRE)SOIL-BUILDING COVER3884 HYDROMULCH REVEGETATION SPECIFICATIONS TIMING FOR EROSION & SEDIMENT CONTROLRCall before you dig. below.Know what'sSITE AREA= 61,295 SFAREA OF DISTURBANCE = 34,680 SF= 0.80 ACRESEXISTING IMPERVIOUS = 3,304 SF NEW & RECONSTRUCTED IMPERVIOUSLOT 1 DRIVEWAY *= 1,376 SFLOT 1 HOUSE / PATIO = 2,500 SFLOT 2 DRIVEWAY *= 1,372 SFLOT 2 HOUSE / PATIO = 2,500 SF TOTAL= 7,748 SF* INCLUDES INSIDE RIGHT-OF-WAY GRADING INFORMATION RCWD REVIEW COMMENTS08-12-24