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DEVELOPER <br />PLATINUM LAND MN, LLC <br />© LANDFORM 2021 <br />RIP RAP <br />SUBSOIL <br />GEOTEXTILE FILTER <br />SECTION B-B <br />GEOTEXTILE FILTER <br />RIP RAP <br />SECTION A -A <br />NOTES: <br />FABRIC / EROSION <br />CONTROL <br />MULCCH <br />SILT FENCE <br />4 <br />A <br />NOTE: NOT TO SCALE <br />1. ON SLOPES 4:1 OR GREATER, ANCHOR OR STRAIGHT DISKED STRAW MULCH, SEEDED NETTING, GABRIC, OR MATTING SUCH AS EXCELSIOR <br />SHALL BE USED TO STABILIZE DISTURBED SOILS. THESE EXPOSED SOILS MUST BE STABILIZED IMMEDIATELY AFTER GRADING OF SOIL IS <br />COMPLETE. <br />2. A SKIRTING OF EROSION CONTROL FABRIC OR MULCH MUST BE USED TO PROTECT OUTLETS AS ILLUSTRATED REGARDLESS OF SLOPE. <br />3. RIP RAP IS CLASS III PLACED 18" THICK. <br />4. FOR PIPE GREATER THAN 48" DIAMETER OR 58" SPAN, QUANTITY OF GEOTEXTILE FABRIC AND RIP RAP WILL BE HANDLED IN A CASE BY <br />CASE MANNER. <br />5. GEOTEXTILE FABRIC SHALL COVER THE BOTTOM AND SIDES OF THE AREA EXCAVATED FOR THE RIP RAP MATERIAL. <br />RIP RAP AT RCP OUTLETS <br />DIA. OF PIPE <br />L <br />GEOTEX12t <br />Ifs' D P I H <br />(IN.) <br />(FT.) <br />FABRIC <br />(SY) <br />RIP RAP <br />(CU. YD) <br />12 <br />8 <br />19.6 <br />4.4 <br />15 <br />8 <br />20.8 <br />4.8 <br />18 <br />10 <br />25.6 <br />6.4 <br />21 <br />10 <br />27.4 <br />7.1 <br />24 <br />12 <br />33.4 <br />9.2 <br />27 <br />12 <br />35.2 <br />9.9 <br />30 <br />14 <br />41.6 <br />12.3 <br />36 <br />16 <br />50.5 <br />15.8 <br />42 <br />18 <br />57.8 <br />18.7 <br />48 <br />20 <br />66.5 <br />22.2 <br />RIP RAP AT RCP -A OUTLETS <br />SPAN <br />L <br />GEOTEXTILE <br />18" DEPTH <br />OFPIPE <br />(IN. ) <br />((FT.) <br />FABRIC <br />(SY) <br />RIP RAP <br />(CU. YD) <br />22 <br />10 <br />25.6 <br />6.1 <br />28 <br />12 <br />33.2 <br />8.5 <br />36 <br />14 <br />41.5 <br />11.2 <br />43 <br />16 <br />50.5 <br />14.3 <br />51 <br />18 <br />57.5 <br />16.9 <br />58 <br />20 <br />65.2 <br />19.8 <br />APPROVED: <br />9 - 2016 <br />City of (r_ <br />RAMSEY <br />STANDARD DETAILS: <br />RIP -RAP <br />CITY PLATE No. <br />ERO-3 <br />RIP RAP DETAILS <br />BIOROLL/COMPOST LOG FLOW <br />\M. <br />STAKE WITH TOP POINTING <br />UPSTREAM (TYP) <br />SIDE wro SIDE <br />SLOPE - ��� SLOPE <br />2" X 2" STAKE (TYP) <br />BIOROLL/COMPOST LOG <br />\i UPHILL <br />HAND EXCAVATE TO <br />OR2" <br />OF ROLL <br />ADJACENT GRADE <br />NOTE: <br />STAKE INTO GROUND WITH <br />PROTRUDING 2" ABOVE LOG <br />WOOD STAKES ARE A <br />PRECLUDED BY A ROCK <br />WHEN MORE THAN 1 BIOROLL/COMPOST <br />MINIMUM OF 6" AND STAKE <br />WOOD STAKES ARE DRIVEN <br />AT 45° ANGLE WITH TOP OF <br />6" OVERLAP (TYP) <br />PLAN VIEW <br />PLACE <br />BELOW <br />SIDE <br />STAKE WITH TOP POINTING UPHILL <br />DOWNHILL <br />45° '--- <br />VIEW <br />NO SCALE <br />WOOD STAKES DRIVING STAKE 6" INTO GROUND AND <br />MINIMUM 0.5" X 2" X 16" AND PLACED EVERY 1' UNLESS <br />LOG IS NEEDED, OVERLAP ENDS A <br />THROUGH BACK HALF OF BIOROLL OR COMPOST LOG <br />STAKE POINTING UPHILL <br />APPROVED: <br />3 - 2016 <br />STANDARD DETAILS: <br />j BIO ROLL (COMPOST LOG) <br />City of <br />RAMSEY <br />CITY PLATE No. ERO-4 <br />UPHILL <br />FILTER <br />FABRIC <br />POST <br />DOWNHILL <br />IMBED 6" <br />FABRIC ANCHORAGE TRENCH <br />BACKFILL WITH TAMPED <br />NATURAL SOIL <br />MINIMUM TRENCH <br />6" wide by 6" deep <br />INSTALL AS PER FILTER FABRIC <br />MANUFACTURER'S <br />RECOMMENDATIONS <br />SILT FENCE DETAIL <br />NO SCALE <br />APPROVED: <br />1 - 2016 <br />City of <br />RA1V SEY <br />STANDARD DETAILS: <br />SILT FENCE <br />CITY PLATE No. <br />ERO-1 <br />0 <br />SILT FENCE <br />1 /2" R 6" DISTANCE TO q_ VARIABLE <br />3" R <br />cO <br />T SLOPE 1/2" <br />� 3/4" PER FT <br />R <br />1/2" R (URBAN) <br />°°' <br />° <br />j <br />N SLOPE 1/2" R <br />5 <br />.° " <br />° <br />1 4"PER FT <br />3 <br />8" <br />18" <br />a <br />° Q <br />iN <br />CD <br />° <br />MnDOT B618 <br />., <br />J'd <br />(URBAN) <br />10" <br />16" <br />DRIVEWAY FOR B618 <br />1/2" 6" DISTANCE TO VARIABLE <br />3" R <br />`V <br />_ <br />° 1/2" R <br />° SLOPE <br />3 4" PER FT <br />ro <br />a ° a° <br />8" <br />12" <br />MnDOT B612 <br />N <br />�`� <br />+ rt <br />II <br />(URBAN) N <br />4 <br />CY <br />o <br />� <br />a° aQ <br />° a <br />17 1/2" <br />10 1/2" <br />SURMOUNTABLE <br />1 1/2" <br />NOTES: <br />1. ON WEAR COURSE MILL THE EXISTING BITUMINOUS 1.5" BY 24" IN FRONT OF THE <br />REPLACEMENT CURB. <br />2. ON BASE COURSE SAW CUT AND REMOVE EXISTING BITUMINOUS 18" IN FRONT OF THE <br />REPLACEMENT CURB. <br />APPROVED: <br />STANDARD DETAILS: <br />1 - 2016 <br />City of �� J <br />CURB AND GUTTER <br />RAMSEY <br />CITY PLATE No. STR-1 <br />IN <br />HIGH -FLOW FABRIC <br />MIRAFI FF101 <br />LET PPOTECTION - WIN/ <br />DEFLECTOR PLATE <br />OVERFLOW®- CENTER OF FILTER ASSEMBLY <br />OVERFLOW®- TOP OF CURB BOX <br />10" FILTER ASSEMBLY <br />CURB <br />CG 3067 <br />CO OP EQUA <br />N.T.S. <br />NOTE: <br />THIS INLET PROTECTION SHALL BE USED IMMEDIATELY <br />FOLLOWING CURB & GUTTER CONSTRUCTION. INLET <br />PROTECTION SHALL REMAIN INSTALLED AND MAINTAINTED <br />UNTIL ALL HOME CONSTRUCTION IS COMPLETE. <br />APPROVED: <br />1 - 2016 <br />City of #k- <br />RAMSEY <br />STANDARD DETAILS: <br />INLET PROTECTION <br />CITY PLATE No. <br />ERO-2 <br />0 <br />INLET PROTECTION <br />1 <br />MIN. 1' <br />6' <br />A <br />VARIABLE <br />L <br />0 <br />Y2" EXPANSION <br />JOINT <br />W ' ' <br />' ' BOULEVARD PER'' <br />W PLAN 4, <br />W w w 4' <br />P LAN <br />Y2" STEEL BULLNOSE <br />EDGES AND ALL JOINTS <br />SECTION A -A <br />A <br />PROPERTY LINE <br />BACK OF WALK <br />BACK OF CURB <br />6" THICK UNREINFORCED <br />CONCRETE WALK <br />PREPARED SUBGRADE <br />NOTE: <br />0 BROOM FINISH CONCRETE WALK SURFACE <br />O2 MAXIMUM 100 FOOT SPACING BETWEEN EXPANSION JOINTS <br />® 1/2" EXPANION JOINT MEETING MNDOT SPEC 3702. PROVIDE ONE PIECE <br />OF FILLER FOR THE ENTIRE DEPTH AND WIDTH OF THE JOINT <br />NOT TO SCALE <br />APPROVED: <br />10 - 2015 <br />City of <br />RAMSEY <br />STANDARD DETAILS: <br />CONCRETE SIDEWALK <br />CITY PLATE No. <br />STR-3 <br />,1 16, <br />M\ <br />so, <br />j'•:tie <br />• �`f�7•-�/• ... <br />.i4. <br />i. <br />ce <br />MINIMUM 6" DEPTH <br />1"-2" WASHED ROCK <br />GEOTEXTILE FABRIC <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 />PUBLIC 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 />NOT TO SCALE <br />APPROVED: <br />1 - 2016 <br />STANDARD DETAILS: <br />ROCK CONSTRUCTION ENTRANCE <br />CITY PLATE No. <br />ERO-5 <br />0 <br />ROCK CONSTRUCTION ENTRANCE <br />--\_____-----A PROPERTY LINE <br />1.0' VARIABLE <br />MATCH EXISTING DRIVEWAY <br />1.0' VARIABLE <br />I <br />I <br />6.0' SIDEWALK <br />6" CONCRETE WALK <br />THROUGH DRIVEWAY <br />2% <br />6.0' SIDEWALK <br />SLOPE AS REQUIRED <br />LLI <br />J <br />m <br />a <br />LZ' <br />0 <br />cd <br />3.0' FT.� <br />MAXIMUM DRIVEWAY WIDTH <br />f <br />2O.0' <br />f 3.0' FT. <br />EXISTING CONCRETE CURB A <br />r 6" CONCRETE VARIABLE <br />Y�-• <br />CONCRETE., ° <br />° DRIVEWAY ° a ° <br />° <br />"" <br />REFER TO DETAIL STR-1 NM& NoU P V M NT/I <br />DRIVEWAY FOR B618 _ <br />24" <br />4" CLASS 5 MODIFIED <br />SECTION <br />CONCRETE <br />BASE <br />A -A <br />DRIVEWAY E\TRANCE <br />NOTES: <br />1. PANEL WIDTH SHALL NOT EXCEED 10 FT. WITHOUT A CENTERLINE CONSTRUCTION <br />JOINT. <br />2. DRIVEWAY TO BE ONE COURSE CONCRETE PAVEMENT. <br />(SEE SPECIAL PROVISIONS FOR CLASS OF CONCRETE.) <br />3. GUTTER TO BE PAVED INTEGRAL WITH DRIVEWAY. <br />4. 6" THICK FOR RESIDENTIAL. 8" THICK FOR COMMERCIAL DRIVEWAYS AND ALLEYS. <br />5. 1/2" EXPANSION JOINT, 1/2" PREFORMED JOINT FILLER MATERIAL, AASHTO M 213 <br />(REQUIRED WHEN 2 CONCRETE AREAS ARE POURED SEPARATELY.) <br />APPROVED: <br />STANDARD DETAILS: <br />2 - 2004 <br />V'_-• <br />City of l <br />RESIDENTIAL DRIVEWAY <br />RAMSEY <br />CITY PLATE No, <br />STR-19 <br />5191 159TH AVE NW <br />ANDOVER, MN 55304 <br />TEL 763-301-4550 <br />MUNICIPALITY <br />PROJECT <br />NORTH BROOK <br />MEADOWS <br />RAMSEY, MINNESOTA <br />ISSUE 1 REVISION HISTORY <br />CONTACT ENGINEER FOR ANY PRIOR HISTORY <br />DATE <br />ISSUE / REVISION <br />REVIEW <br />16 JUL 2021 PRELIMINARY PLAT SUBMITTAL <br />CNC <br />CERTIFICATION <br />I hereby certify that this plan was prepared by me° or ctSupervision, and that I am <br />a duly Licensed Professional Engineer un\ <br />Randall Hedl ndQ <br />License No 195 <br />ate of MINNESOTA <br />Apr r„....•c\O <br />at` / <br />Signature shown is a digital repro, uEl6}I1of oinWe signed copy of this plan on file at <br />Landform Professional Servi <br />an is available upon request <br />IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT <br />VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED <br />READABILITY AND IS NO LONGER A VALID DOCUMENT PLEASE CONTACT <br />THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS <br />PRELIMINARY PLAT <br />07/16/2021 <br />• <br />• • <br />LANDFORM <br />From Site to Finish <br />105 South Fifth Avenue <br />Suite 513 <br />Minneapolis, MN 55401 <br />Tel: 612-252-9070 <br />Fax: 612-252-9077 <br />Web: landform.net <br />FILE NAME <br />C701 PLM001.dwg <br />PROJECT NO. <br />PLM20001 <br />CIVIL CONSTRUCTION DETAILS <br />BIO ROLL (COMPOST LOG) <br />CURB AND GUTTER <br />SIDEWALK SECTIONS <br />4 <br />RESIDENTIAL DRIVEWAY <br />C7.1 <br />Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC <br />