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907.9 <br />907.8 <br />907.70 <br />FNDIP47223 <br />905.96 <br />FNDIP5332 <br />908.09 <br />TC <br />907.93 <br />TC <br />907.77 <br />TC <br />907.58 <br />TC <br />907.7 <br />907.9 <br />908.0 <br />908.4 <br />908.3 <br />908.1 <br />907.6 <br />907.42 <br />TC <br />907.6 <br />MB <br />C O <br />908.05 <br />CO SAN <br />C S <br />9 <br />0 <br />7. <br />9 <br />2056 <br />907.9 <br />PINE16 <br />2057 <br />908.0 <br />PINE16 <br />2058 <br />907.9 <br />PINE12 <br />907.16 <br />TC <br />907.00 <br />TC <br />907.8 <br />908.4 <br />2073 <br />908.4 <br />POPLAR14 <br />C S <br />908.3 <br />C O <br />908.27 <br />CO SAN <br />908.0 <br />907.9 <br />POLE W/EB <br />907.6 <br />907.8 <br />908.2 <br />908.1908.1 <br />908.3 <br />SoA <br />125.0980.00 <br />125.0980.00 <br />215.00 <br />215.00 <br />11001 <br />908.11 <br />TRAVIP <br />9 0 8 .0 1 <br />F N D I P 9 0 1 8 <br />9 <br />07.6 <br />2 <br />F <br />N <br />DIP <br />90 <br />1 <br />8 <br />911.20 <br />FNDIPREBAR23266 <br />906.78 <br />FNDIP9018 <br />910.07 <br />909.78 <br />909.79 <br />9 1 0 .1 0 <br />9 1 0 .6 9 <br />9 1 0 .4 8 910.30 <br />9 <br />1 <br />0 <br />. <br />5 <br />1 <br />907.6BIR <br />12-8-6 <br />907.9 <br />SPR8 <br />909.2 <br />SPR22 <br />910.25 <br />910.02 <br />9 0 7 .8 9 <br />906.9 <br />SPR14 <br />906.6 <br />SPR12 <br />906.4 <br />SPR14 <br />9 <br />0 <br />6.7 <br />S <br />P <br />R <br />1 <br />4 <br />9 0 6 .7 <br />S P R 1 0 <br />906.5 <br />SPR6 <br />90 <br />6 <br />. <br />7 <br />PI <br />N <br />1 <br />6 <br />90 <br />6 <br />. <br />5 <br />PI <br />N <br />1 <br />6 <br />9 0 7 .0 <br />9 0 7 .7 0 <br />9 0 7 .3 4 <br />908.03 <br />908.43 <br />9 <br />0 <br />8.8 <br />3 <br />9 0 9 .6 8 <br />909.98 <br />910.46910.5 4 <br />909.7 <br />MAP22 <br />910.2 <br />MAP12-8 <br />9 1 2 .6 <br />B O X 1 0 -1 0 -8 -8 -4 <br />911.4 <br />OAK8 <br />9 <br />1 <br />1 <br />. <br />8 <br />B <br />O <br />X <br />1 <br />0 <br />911.4 <br />TREE10-DEAD <br />911.9 <br />TREE8 <br />912.2 <br />BOX12-6-6 <br />906.7 <br />OAK26 <br />910.19 <br />MH-SEP <br />9 0 9 .5 <br />S P R 1 6 <br />907.6 <br />ELM26 <br />9 0 7 .5 <br />E L M 2 4 <br />906.6 <br />906.9907.1 <br />90 <br />9 <br />.3 <br />910.1 9 0 9 .1 <br />909.4 <br />PIN16 909.0 <br />PIN14 909.4 <br />PIN14 910.2 <br />PIN16 909.1 <br />SPR18 <br />9 <br />0 <br />9.8 <br />5 <br />W <br />E <br />L <br />L <br />908.33 <br />908.05 <br />9 0 8 .1 1 <br />9 0 7 .7 1 <br />9 <br />0 <br />7 <br />. <br />6 <br />2 <br />907.40 <br />9 0 7 .1 8 907.45 <br />907.31 <br />907.26 <br />907.06 907.23 <br />906.99 <br />9 0 6 .7 9 <br />9 0 6 .6 3 906.83 <br />906.61 <br />906.43 <br />906.40 <br />9 <br />0 <br />6 <br />. <br />5 <br />9 <br />9 <br />0 <br />6.6 <br />8 906.50 <br />906.83 <br />9 <br />0 <br />6 <br />. <br />8 <br />4 <br />906.88 <br />907.00 <br />9 0 6 .8 7 907.06 <br />907.06 <br />9 <br />0 <br />7 <br />. <br />1 <br />9 <br />907.44 <br />9 <br />0 <br />7 <br />. <br />4 <br />6 <br />9 <br />07.53 907.42907.39 <br />9 0 7 .6 5 <br />9 0 8 .1 2 <br />9 0 7.8 1 <br />907.61 <br />907.76 <br />907.80 <br />907.75 <br />907.49 <br />907.16 <br />906.97 <br />906.92 <br />9 0 6.9 39 <br />0 <br />6 <br />. <br />7 <br />0 <br />9 <br />0 <br />6 <br />. <br />3 <br />9CO905.8 4 <br />905.68 <br />9 0 6 .1 1 <br />906 <br />.01 <br />906.23 <br />906.32 <br />9 0 6 .4 0 <br />9 <br />0 <br />6.4 <br />8 9 0 6 .8 0 <br />9 06.70 <br />9 0 7.0 8 <br />907.07 <br />907.8 <br />CS <br />906.9 <br />907.88 <br />9 0 7.8 9 <br />9 0 7 .5 5 <br />906 <br />907 <br />9 <br />0 <br />8 <br />9 <br />0 <br />9 <br />9 <br />1 <br />0 <br />9 <br />1 <br />1912 <br />910 <br />909 <br />908 <br />907 <br />9 <br />0 <br />8 <br />9 0 8 <br />911 <br />907 <br />907 <br />24.3 <br />64.1 <br />23.9 <br />64.3 <br />907.56 <br />SANSRV <br />CS <br />907.18 <br />SANSRV <br />9 <br />0 <br />6 <br />. <br />6 <br />2 <br />S <br />A <br />N <br />S <br />R <br />V <br />CS <br />80.00 <br />80.00 <br />215.00 <br />906.6 <br />SB? <br />906.9 <br />SB? <br />SLAB <br />LOW ENTRY = 911.0 <br />LOW FLOOR = 911.0 <br />2.0% <br />EX. 8" DIP CL 52 WATERMAIN <br />7.3% <br />55.0 <br />60.0 <br />55.0 <br />60.0 <br />60.0 <br />60.0 <br />60.0 <br />60.0 <br />SLAB <br />LOW ENTRY = 911.0 <br />LOW FLOOR = 911.0 <br />9 <br />0 <br />7 <br />910 <br />910 <br />910 <br />2.0% <br />7.8% <br />LOW AREA <br />HWL907.6 <br />FM <br />FM <br />F M <br />F M <br />F M <br />F M <br />FM <br />FM <br />FM <br />F <br />M <br />EX-T/C EX-T/C <br />9 <br />1 <br />0 <br />9 <br />1 <br />0 <br />910 <br />2.0% <br />2.0%2.0% <br />9 <br />0 <br />7 <br />9 0 8 <br />910 <br />9 <br />0 <br />8 <br />9 0 8 <br />9 <br />0 <br />8 <br />9 <br />0 <br />8 <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />S S S S S S S S S S S S <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />910.20 908.50 <br />906.97 <br />907.42 <br />EOF <br />906.67 907.11 <br />910.30 <br />910.30 <br />910.30 <br />SILT FENCE <br />(TYP) <br />ROCK CONSTRUCTION <br />ENTRANCE <br />GENERAL NOTES <br />1. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION <br />OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. <br />THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO <br />TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE <br />UTILITIES. <br />2. CALL GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS <br />FOR EXISTING UTILITIES LOCATIONS. <br />3. THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF <br />EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE <br />START OF INSTALLATIONS. <br />4. ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD <br />SPECIFICATIONS AND DETAIL PLATES. <br />5. ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. <br />6. PARKING, EQUIPMENT STORAGE OR MATERIAL STORAGE SHALL NOT BE ALLOWED ON <br />PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. <br />7. NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF <br />CONSTRUCTION. <br />8. ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL <br />BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL <br />UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY <br />COMPANY. <br />9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING <br />TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, <br />FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. <br />DENOTES PROPOSED WATER PIPE <br />DENOTES PROPOSED SANITARY SEWER PIPE <br />DENOTES FENCE <br />DENOTES EXISTING SANITARY SEWER <br />DENOTES EXISTING WATER MAIN <br />DENOTES UNDERGROUND ELECTRIC LINE <br />DENOTES UNDERGROUND GAS LINE <br />XX <br />GAS <br />E <br />DENOTES UNDERGROUND FIBER OPTIC LINEFIBER <br />DENOTES BUILDING SETBACK LINEBLDSB <br />DENOTES HYDRANT <br />DENOTES GAS METER <br />DENOTES POWER POLE <br />DENOTES SIGN <br />DENOTES CONCRETE SURFACE <br />DENOTES BITUMINOUS SURFACE <br />DENOTES LIGHT POLE <br />DENOTES TELEPHONE PEDESTAL <br />DENOTES CABLE PEDESTAL <br />DENOTES EXISTING SPOT ELEVATION <br />DENOTES WELL <br />DENOTES MAILBOX <br />DENOTES FIBER OPTIC BOX <br />DENOTES ELECTRICAL BOX <br />DENOTES EXISTING CONTOURS <br />DENOTES SOIL BORING. (BY OTHERS) <br />DENOTES AIR CONDITIONING UNIT <br />DENOTES CLEAN OUT <br />DENOTES CURB STOP <br />DENOTES SANITARY SEWER MANHOLE <br />X 952.36 <br />CO <br />CS <br />S <br />W <br />DENOTES TREE LINE <br />LEGEND <br />(22" x 34") <br />S:\PLOWE\CAD\24PROJ\2157 SLATER ADDITION (LINO LAKES)\2157 CAD\2157 BASE 2.DWG <br />Monday, August 12, 2024 11:08:27 AM <br />NO <br />R <br />T <br />H <br />1 INCH = 20 FEET <br />HORIZONTAL <br />20 0 10 20 40 <br />FA <br />X <br />: <br /> <br />( <br />6 <br />5 <br />1 <br />) <br /> <br />3 <br />6 <br />1 <br />- <br />8 <br />7 <br />0 <br />1 <br />PH <br />O <br />N <br />E <br />: <br /> <br />( <br />6 <br />5 <br />1 <br />) <br /> <br />3 <br />6 <br />1 <br />- <br />8 <br />2 <br />1 <br />0 <br />LI <br />N <br />O <br /> <br />L <br />A <br />K <br />E <br />S <br />, <br /> <br />M <br />N <br /> <br />5 <br />5 <br />0 <br />1 <br />4 <br />67 <br />7 <br />6 <br /> <br />L <br />A <br />K <br />E <br /> <br />D <br />R <br />I <br />V <br />E <br />SU <br />I <br />T <br />E <br /> <br />1 <br />1 <br />0 <br />SI <br />T <br />E <br /> <br />P <br />L <br />A <br />N <br />N <br />I <br />N <br />G <br />& <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br />PL <br />O <br />W <br />E <br />EN <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br />, <br /> <br />I <br />N <br />C <br />. <br />PR <br />E <br />P <br />A <br />R <br />E <br />D <br /> <br />F <br />O <br />R <br />: <br /> <br /> <br />B <br />O <br />U <br />L <br />D <br />E <br />R <br /> <br />C <br />O <br />N <br />T <br />R <br />A <br />C <br />T <br />I <br />N <br />G <br />, <br /> <br />L <br />L <br />C <br />SL <br />A <br />T <br />E <br />R <br /> <br />A <br />D <br />D <br />I <br />T <br />I <br />O <br />N <br />LI <br />N <br />O <br /> <br />L <br />A <br />K <br />E <br />S <br />, <br /> <br />M <br />N <br />1 2 4 5 6 7 83 <br />MQ <br />A <br />AG <br />CH <br />E <br />C <br />K <br /> <br />B <br />Y <br />: <br />DR <br />A <br />W <br />N <br /> <br />B <br />Y <br />: <br />24 <br />- <br />2 <br />1 <br />5 <br />7 <br />DA <br />T <br />E <br />: <br />JO <br />B <br /> <br />N <br />O <br />: <br />07 <br />/ <br />3 <br />1 <br />/ <br />2 <br />4 <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />DA <br />T <br />E <br />NO <br />. <br />SHEET <br />C1.1 <br />Da <br />t <br />e <br />: <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />L <br />i <br />c <br />e <br />n <br />s <br />e <br /> <br />N <br />o <br />. <br /> <br />4 <br />3 <br />9 <br />6 <br />3 <br />AD <br />A <br />M <br /> <br />G <br />I <br />N <br />K <br />E <br />L <br />08 <br />. <br />1 <br />2 <br />. <br />2 <br />0 <br />2 <br />4 <br />I <br />h <br />e <br />r <br />e <br />b <br />y <br /> <br />c <br />e <br />r <br />t <br />i <br />f <br />y <br /> <br />t <br />h <br />a <br />t <br /> <br />t <br />h <br />i <br />s <br /> <br />p <br />l <br />a <br />n <br /> <br />w <br />a <br />s <br /> <br />p <br />r <br />e <br />p <br />a <br />r <br />e <br />d <br /> <br />b <br />y <br /> <br />m <br />e <br />or <br /> <br />u <br />n <br />d <br />e <br />r <br /> <br />m <br />y <br /> <br />d <br />i <br />r <br />e <br />c <br />t <br /> <br />s <br />u <br />p <br />e <br />r <br />v <br />i <br />s <br />i <br />o <br />n <br /> <br />a <br />n <br />d <br /> <br />t <br />h <br />a <br />t <br /> <br />I <br /> <br />a <br />m <br /> <br />a <br /> <br />d <br />u <br />l <br />y <br />li <br />c <br />e <br />n <br />s <br />e <br />d <br /> <br />p <br />r <br />o <br />f <br />e <br />s <br />s <br />i <br />o <br />n <br />a <br />l <br /> <br />e <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br /> <br />u <br />n <br />d <br />e <br />r <br /> <br />t <br />h <br />e <br /> <br />l <br />a <br />w <br />s <br /> <br />o <br />f <br />th <br />e <br /> <br />S <br />t <br />a <br />t <br />e <br /> <br />o <br />f <br /> <br />M <br />i <br />n <br />n <br />e <br />s <br />o <br />t <br />a <br />. <br />GR <br />A <br />D <br />I <br />N <br />G <br />, <br /> <br />D <br />R <br />A <br />I <br />N <br />A <br />G <br />E <br /> <br />& <br /> <br />E <br />S <br />C <br /> <br />P <br />L <br />A <br />N <br />PR <br />E <br />L <br />I <br />M <br />I <br />N <br />A <br />R <br />Y <br />24−2157 <br />ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS OR <br />IMPLEMENTED IN THE FIELD SHALL BE IN ACCORDANCE WITH THE CITY REQUIREMENTS. <br />PHASE I: <br />1. INSTALL STABILIZED CONSTRUCTION ENTRANCE. <br />2. PROVIDE TEMPORARY PARKING AND STORAGE AREA. <br />3. INSTALL SILT FENCE AS SHOWN ON PLAN. <br />3.1. ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. <br />3.2. THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF <br />ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING <br />CONSTRUCTION. <br />3.3. SILT FENCE SHALL REMAIN IN-PLACE UNTIL SITE HAS BEEN STABILIZED. <br />3.4. CONTRACTOR TO PROVIDE ADDITIONAL SILT FENCE, BIOROLLS, EROSION <br />CONTROL BLANKET, OR OTHER APPROVED EQUAL FOR ANY SLOPES THAT <br />APPEAR TO BE FAILING. (NOTE: EROSION CONTROL BLANKET MUST HAVE <br />NON-FIXED JOINTS AND BE FULLY BIODEGRADABLE; ANY BLANKET NETTING <br />MUST BE LOOSE-WEAVE.) <br />4. INSTALL INLET PROTECTION FOR ALL EXISTING STORM SEWER STRUCTURES. <br />5. INSTALL TREE PROTECTION FENCING AS APPLICABLE. <br />6. PERFORM SITE GRADING ON AN AREA-BY-AREA BASIS TO MINIMIZE UNSTABILIZED <br />AREAS. <br />6.1. CONTRACTOR MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL <br />AREAS, AND COMPLETE THE STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS <br />AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE <br />TEMPORARILY OR PERMANENTLY CEASES. <br />7. PAY SPECIAL ATTENTION TO ADJACENT PROPERTY LINES TO ENSURE THE EROSION <br />CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT <br />ONTO ADJACENT PROPERTIES. <br />8. STABILIZE SOIL STOCKPILES; STABILIZATION SHALL BE INITIATED IMMEDIATELY. <br />9. FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. <br />10. CONTRACTOR SHALL BE RESPONSIBLE TO SWEEP/SCRAPE ADJACENT STREETS <br />WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS OR <br />AS DIRECTED BY CITY. <br />PHASE II: <br />1. PROVIDE TEMPORARY SEED FOR DISTURBED AREAS. <br />2. INSTALL RIP-RAP AT FLARED-END SECTIONS (AS APPLICABLE). <br />3. INSTALL TEMPORARY INLET PROTECTION FOR ALL STORM SEWER INLET <br />STRUCTURES IN PAVING AREAS (AS APPLICABLE.) <br />4. INSTALL UTILITIES INCLUDING SANITARY SEWER, WATER MAIN, STORM SEWER. <br />5. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND/OR SOD. <br />6. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ONLY AFTER <br />SITE HAS BEEN STABILIZED. <br />** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY BIODEGRADABLE, NON <br />FIXED JOINT FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. <br />* MOW A MINIMUM OF: <br /> RESIDENTIAL TURF - ONCE PER 2 WEEKS <br /> COMMERCIAL TURF - ONCE PER 4 WEEKS <br />3885 (CATEGORY 2)WOOD FIBER BLANKET <br />3881FERTILIZER <br />3882 (TYPE 1 - DISC ANCHORED)MULCH <br />* FOR TURF ESTABLISHMENT <br />ITEM <br />3876SEED ** <br />3878SOD <br />MNDOT SPECIFICATION/NOTES <br />MNDOT MIX 25-131 (220 LBS/ACRE) <br />MNDOT MIX 25-131 (120 LBS/ACRE) <br />TEMPORARY MNDOT MIX 21-112 (100 LBS/ACRE)FALL COVER <br />MNDOT MIX 21-111 (100 LBS/ACRE)SPRING/SUMMER <br />MNDOT MIX 22-111 (30.5 LBS/ACRE)1-2 YEARS COVER <br />MNDOT MIX 22-112 (40 LBS/ACRE)2-5 YEARS COVER <br />COMMERCIAL TURF <br />RESIDENTIAL TURF <br />MNDOT MIX 21-113 (110 LBS/ACRE)SOIL-BUILDING COVER <br />3884HYDROMULCH <br />REVEGETATION SPECIFICATIONS <br />TIMING FOR EROSION & SEDIMENT CONTROL <br />R <br />Call before you dig. <br />below.Know what's <br />SITE AREA = 61,295 SF <br />AREA OF DISTURBANCE = 34,680 SF <br />= 0.80 ACRES <br />EXISTING IMPERVIOUS = 3,304 SF <br />NEW & RECONSTRUCTED IMPERVIOUS <br />LOT 1 DRIVEWAY * = 1,376 SF <br />LOT 1 HOUSE / PATIO = 2,500 SF <br />LOT 2 DRIVEWAY * = 1,372 SF <br />LOT 2 HOUSE / PATIO = 2,500 SF <br />TOTAL = 7,748 SF <br />* INCLUDES INSIDE RIGHT-OF-WAY <br />GRADING INFORMATION RC <br />W <br />D <br /> <br />R <br />E <br />V <br />I <br />E <br />W <br /> <br />C <br />O <br />M <br />M <br />E <br />N <br />T <br />S <br />08 <br />- <br />1 <br />2 <br />- <br />2 <br />4