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GENERAL CONSTRUCTION AND SOILS NOTES: <br />1. STRIP ALL INPLACE TOPSOIL IN AREAS TO BE DISTURBED BY CONSTRUCTION. IN AREAS OF PARKING LOT <br />AND BUILDING CONSTRUCTION, THE EXPOSED SAND SHALL BE SURFACE COMPACTED TO AT LEAST 100% OF <br />THE STANDARD PROCTOR MAXIMUM DRY DENSITY, ASTM D698, IN AT LEAST THE UPPER 3 FEET. <br />2. UNLESS OTHERWISE RECOMMENDED IN THESE PLANS, THE GRADING SUBGRADE SHALL BE CONSTRUCTED OF <br />SUITABLE GRADING MATERIAL. THE FILL SHALL BE PLACED IN 8" TO 10" LOOSE LIFTS, AND COMPACTED <br />TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. <br />3. SUITABLE GRADING MATERIAL FOR THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH THE <br />EXCEPTION OF TOPSOIL, SILT, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. <br />4. PROVIDE A SAW CUT WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT AND AT TERMINI <br />OF CONSTRUCTION TO ENSURE A UNIFORM JOINT. <br />5. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE <br />CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH MN/DOT SPEC. 2104. <br />6. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES. THE BITUMINOUS TACK COAT MATERIAL SHALL BE <br />APPLIED AT A UNIFORM RATE OF 0.04 GAL/SY TO 0.06 GAL/SY BETWEEN BITUMINOUS LAYERS. THE <br />APPLICATION RATES ARE FOR UNDILUTED EMULSIONS. <br />7. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 AND 3139. <br />8. INSTALLATION OF 4" OF TOPSOIL REQUIRED ACROSS ALL DISTURBED AREAS. TOPSOIL IS DEFINED AS BLACK <br />DIRT COMPOSED OF UNCONSOLIDATED MATERIAL, LARGELY UNDECOMPOSED ORGANIC MATTER WHICH IS <br />SUITABLE FOUNDATION FOR VEGETATION GROWTH. THE COMPOSITION OF TOPSOIL SHOULD CONTAIN NO <br />MORE THAN THIRTY-FIVE PERCENT (35%) SAND CONTENT. <br />GENERAL EROSION CONTROL NOTES: <br />1. EROSION CONTROL SHALL CONFORM TO THE MN/DOT EROSION CONTROL HANDBOOK. <br />2. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) PRIOR TO GRADING <br />AND REMOVAL ACTIVITIES. BMP'S SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES <br />AND POTENTIAL FOR EROSION HAS PASSED. <br />3. THE CONTRACTOR SHALL SCHEDULE THEIR OPERATION TO MINIMIZE THE AMOUNT OF DISTURBED AREA AT <br />ANY GIVEN TIME. <br />4. BMP'S SHALL BE INSPECTED DAILY BY THE CONTRACTOR. OBSERVATIONS SHALL BE RECORDED IN AN <br />INSPECTION LOG. WEEKLY INSPECTION LOGS AND INSPECTION LOGS AFTER EVERY 1/2" RAIN EVENT SHALL <br />BE SUBMITTED TO THE CITY INSPECTOR. <br />5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) <br />DAYS AFTER FINAL SITE STABILIZATION. <br />DATE <br />REMOVE CROWN PER PLAN <br />1 <br />CONCRETE CROSS GUTTER j,/ \' l CONCRETE CROSS GUTTER <br />AREA l EXTEND REBAR MIN. 18", I / AREA <br />INTO DRIVEWAY FLARE <br />-- r <br />#4 REBAR <br />EXPANSION JOINTS <br />CROSS GUTTER AREA INTEGRAL <br />3/4" PER FT. <br />CAST WITH CURB <br />PLAN <br />• <br />F� 18" 18" <br />SECTION A -A <br />NOTE NOTTO SCALE <br />NOTES: <br />1. WITH REMOVAL OF EXISTING CURB AT A STREET, MILL BRUMINOUS TO A DEPTH OF 1.5" ANDA WIDTH <br />OF 18" IN EXISTING STREET. <br />2. TO BE USED WHENEVER CROSS DRAINAGE IS <2%. <br />3. CONCRETE CURB AND GUTTER SHALL BE CAST INTEGRAL WITH CONCRETE CROSS GUTTER AREA. <br />4. CONCRETE CURB AND GUTTER SHALL BE PAID SEPARATELY FROM CONCRETE CROSS GUTTER AREA <br />APPROVED! <br />3 - 2017 <br />REVISION <br />STANDARD DETAILS! <br />CROSS GUTTER <br />CITY PLATE No. <br />STR-2 <br />TA3LE A <br />MODIFIED CLASS 5 <br />SPECIFICATIO\S <br />1" <br />3/4" <br />3/8" <br />N o. 4 <br />No.10 <br />N o. 40 <br />N o. 200 <br />PASSING <br />100 <br />90 - 100 <br />50 - 80 <br />35 - 70 <br />20 - 60 <br />10 - 35 <br />5 - 10 <br />NOTES: <br />1. THE AGGREGATE BASE CONSTRUCTION WILL BE ACCEPTED FOR PAYMENT <br />IN ACCORDANCE WITH THE PROVISIONS IN TABLE A. <br />2. IF THE AGGREGATE BASE FAILS TO MEET THE REQUIREMENTS OF TABLE <br />A THE MATERIAL CAN BE CORRECTED IN PLACE OR REMOVED AND <br />REPLACED WITH MATERIAL THAT MEET THE REQUIREMENTS OF TABLE A. <br />3. IN THE EVENT THAT RECYCLED MATERIAL IS USE IT MUST MEET MNDOT <br />REQUIREMENTS FOR RECYCLED BASE. <br />APPROVED! <br />2 - 2003 <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that I <br />am a duly icensed Profeshional Engineer under the laws <br />of the Etat of Minnesota. ll <br />Date 8/6 <br />J(cCHUM, P.E., P.E. <br />City of <br />RAMSEY <br />DESIGNED BY: <br />CJJ <br />DRAWN BP <br />IDM <br />CHECKED BY: <br />Lic. No 23461 CJJ <br />I HINIJHKIJ Lit I FALLS' <br />MODIFIED CLASS 5 <br />SPECIFICATIONS <br />I CITY PLATE No. <br />STR-26 <br />UPHILL <br />FILTER <br />FABRIC <br />POST <br />IMBED 6" <br />FABRIC ANCHORAGE TRENCH <br />BACKFILL WITH TAMPED <br />NATURAL SOIL <br />DOWNHILL <br />Tr <br />MINIMUM TRENCH <br />6" wide by 6" deep <br />INSTALL AS PER FILTER FABRIC <br />MANUFACTURER'S <br />RECOMMENDATIONS <br />APPROVED: <br />1 - 2016 <br />A 5 FT. GREEN CARSONITE <br />MARKER SHALL BE <br />INSTALLED NEXT TO ALL <br />STRUCTURES NOT IN A <br />PAVED OR HARD SURFACE <br />CASTING SEE <br />CITY PLATE NO. SEW-2 <br />RAP OUTSIDE OF RINGS WITH <br />WATER TIGHT PRODUCT <br />SHIMS USED FOR LEVELING <br />SHALL BE METAL OR <br />CONCRETE <br />RUBBER WATERPROOF <br />GASKETS REQUIRED FO <br />PIPE INSERTS <br />MANHOLE INVERT <br />SHALL BE SLOPED TO <br />PROVIDE SMOOTH <br />FLOW FROM INLET TO <br />OUTLET <br />SILT FENCE DETAIL <br />NO SCALE <br />SECTION A -A <br />STANDARD DETAILS: <br />SILT FENCE <br />RY PLATE No. <br />ERO-1 <br />GROUT BOTTOM TO SLOPE <br />TOWARD PIPE AS SHOWN BY <br />ARROWS <br />FORM 1/2 PIPE SECTION OF <br />LARGEST DIAMETER PIPE <br />CONCRETE ADJUSTMENT RINGS <br />MAX 7-2" RINGS TO BE INSTALLED <br />MIN. 2-2" RINGS TO BE INSTALLED <br />GROUT BETWEEN RINGS. <br />ALL INTERIOR JOINTS SHALL BE <br />GROUTED TO A SMOOTH FINISH <br />16"O.C. STEPS AS PER STANDARD PLATE OR <br />DETAIL <br />WALLS TO BE CONSTRUCTED OF <br />PRECAST SECTIONS, JOINTS SHALL <br />BE CONSTRUCTED WITH <br />CONFINED 0-RING GASKETS <br />CONCRETE SLAB <br />NOTES: STANDARD DETAIL <br />1. 12 GAUGE COPPER CLAD STEEL TRACER WIRE 15 REQUIRED WITH ALL SEWER LINES (FOR DETAILED INFO. <br />REFER TO MINNESOTA RURAL WATER ASSOCIATION TRACER WIRE SPECIFICATION AT W W W.MRWA.COM) <br />2. 6" BASE FOR ALL MANHOLES LESS THAN 14 FT. OF DEPTH, INCREASE BASE THICKNESS 2" PER 6 FT. OF <br />DEPTH BEYOND 14 FT <br />3. 5" PRECAST BASE MAY BE USED FOR MANHOLES LESS THAN 14 FT. DEEP <br />4. ALL INVERTS TO BE 0.10' ABOVE OUTLET <br />APPROVED: <br />1- 2024 <br />Hakanson Anderson <br />Civil Engineers and Land Surveyors <br />3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />www.hakanson-anderson.com <br />STANDARD DETAILS: <br />SANITARY MANHOLE <br />CITY PLATE No. <br />SEW-1 <br />SCOOTER'S COFFEE <br />MINIMUM 8" DEPTH <br />1"-2" WASHED ROCK <br />NOTE: <br />1. MINIMUM CONSTRUCTION ENTRANCE WIDTH EQUAL TO PROPOSED ROADWAY WIDTH. <br />2. WIDTH OF RADIUS AS REQUIRED TO ENSURE VEHICLES DO NOT TRACK ONTO <br />PUBUC ROAD. <br />3. MAINTAINENCE AS REQUIRED TO PREVENT TRACKING ONTO PUBLIC ROADS. THIS <br />MAY REQUIRE TOP DRESSING WITH ADDITIONAL ROCK OR REMOVAL AND <br />REINSTALLATION OF THE ENTRANCE AS NEEDED. <br />APPROVED: <br />1 - 2016 <br />FRAME <br />24" <br />27 91e <br />35 3Ne <br />SECTION A -A <br />APPROVED: <br />11 - 2015 <br />NOT TO SCALE <br />STANDARD DETAILS: <br />OCK CONSTRUCTION ENTRANCE <br />ERO-5 <br />COVER <br />Y" I-2 <br />534" <br />CROWN 1 i(e <br />II <br />(3) STACKING LUGS <br />0 120 APART <br />SECTION B-B <br />MATCH GROOVE <br />IN UD SEAT FOR A" <br />DIA POLYSCPRENE GASKET <br />40 DUROVETER <br />(2) C.I. <br />LIFT HANDLES <br />-r <br />7 <br />SEE SELF <br />SEAL DETAIL <br />SELF SEAL DETAIL <br />NOTE: NOT TO SCALE <br />STANDARD DETAILS: <br />WATER TIGHT CASTING <br />CITY PLATE No. <br />NOTES AND DETAILS <br />CITY OF RAMSEY, MINNESOTA <br />SEW-2 <br />5261.0' <br />