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BIOROLL/COMPOST LOG <br />FLOW <br />STAKE WITH TOP POINTING <br />UPSTREAM (TYP) <br />OWNER <br />0 <br />UPHILL <br />FILTER <br />FABRIC <br />POST <br />-11 <br />IMBED 6 <br />FABRIC ANCHORAGE TRENCH <br />BACKFILL WITH TAMPED <br />NATURAL SOIL <br />DOWNHILL <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: STANDARD DETAILS: <br />1 - 2016 SILT FENCE <br />EDGE OF PAVEMENT <br />,/- <br />CITY PLATE No <br />SILT FENCE <br />r RIGHT OF WAY <br />TMATCH EXISTING DRIVEWAY <br />CULVERT PLACED AT DITCH CENTERLINE <br />SLOPE AS REQUIRED <br />MAXIMUM DRIVEWAY WIDTH 30 0' <br />SECTION A -A <br />/-A• [MCKIE VARM.E <br /><CNCNE/E PAyENENr <br />4' CLASS 5 WIDENED BASE <br />SEE CITY PLATE STR-E6 <br />C.ON(:RFTF DRIVEWAY ENTRANCE <br />/11VAMI" cx Snxci <br />auulnauS PAKR <br />4' CLASS 5 WIDENED BASE <br />SEE ury PLATE srB-as BITUMINOUS DRIVEWAY ENTRANCE <br />A...LxPANOEN <br />GRAVEL DRIVEWAY ENTRANCE <br />ERO-1 <br />AI <br />13' VARIABLE <br />1_ <br />8' VARIABLE <br />NOTES: <br />1 PANEL WIDTH SHALL NOT EXCEED 10 FT WITHOUTA CENTERLINE CONSTRUCTION JOINT <br />2 CONCRETE DRIVEWAY TO BE ONE COURSE CONCRETE PAVEMENT (SEE SPECIAL PROVISIONS FOR CLASS OF CONCRETE ) <br />3 CONCRETE DRIVEWAYS TO BE 6" THICK <br />4 X EXPANSION JOINT, Id ^ PREFORMED JOINT FILLER MATERIAL, AASHTO M 213 (REQUIRED WHEN 2 CONCRETE AREAS ARE POURED SEPERATELY ) <br />5 BITUMINOUS DRIVEWAYS MINIMUM 2" THICK, MATCH EXISTING BITUMINOUS PAVEMENT THICKNESS <br />6 GRAVEL DRIVEWAYS USE MODIFIED BASE PER CITY PLATE STR-26, UNLESS SPECIFIED ELSEWHERE <br />7 CULVERTS ARE REQUIRED TO BE MINIMUM 15" DIAMETER, REINFORCED CONCRETE PIPE OR CORRUGATED METAL PIPE <br />8 PLACE CULVERT AT THE DITCH CENTERLINE AND AS PER PLAN <br />9 CULVERTS MUST BE PLACED FAR ENOUGH FROM DRIVEWAY PAVEMENT EDGE FOR MAX 1.3 GRADING SLOPE <br />APPROVED: <br />2 - 2019 <br />STANDARD DETAILS: <br />RESIDENTIAL DRIVEWAY - <br />RURAL SECTION <br />CITY PLATE No. <br />STR-33 <br />NO SCALE <br />0 RESIDENTIAL DRIVEWAY - RURAL SECTION <br />NO SCALE <br />© LANDFORM 2024 <br />4 <br />SIDE <br />SLOPE <br />2" X 2" STAKE (TYP) <br />BIOROLL/COMPOST LOG <br />\ UPHILL <br />HAND EXCAVATE TO PLACE <br />1/3 OR 2" OF ROLL BELOW <br />ADJACENT GRADE <br />6" OVERLAP (TYP) <br />PLAN VIEW <br />45. <br />SIDE VIEW <br />NO SCALE <br />STAKE WITH TOP POINTING UPHILL <br />DOWNHILL <br />NOTE: <br />STAKE INTO GROUND WITH WOOD STAKES DRIVING STAKE 6" INTO GROUND AND <br />PROTRUDING 2" ABOVE LOG <br />WOOD STAKES ARE A MINIMUM 0.5" X 2" X 16" AND PLACED EVERY 1' UNLESS <br />PRECLUDED BY A ROCK <br />WHEN MORE THAN 1 BIOROLL/COMPOST LOG IS NEEDED, OVERLAP ENDS A <br />MINIMUM OF 6" AND STAKE <br />WOOD STAKES ARE DRIVEN THROUGH BACK HALF OF BIOROLL OR COMPOST LOG <br />AT 45' ANGLE WITH TOP OF STAKE POINTING UPHILL <br />APPROVED: <br />3 - 2016 <br />STANDARD DETAILS: <br />BIO ROLL (COMPOST LOG) <br />CITY PLATE No. <br />ERO-4 <br />BIO ROLL (COMPOST LOG) <br />RIP RAP <br />GEOTEXTILE FILTER <br />SECTION B-B <br />GEOTEXTILE FILTER <br />SECTION A -A <br />NOTES <br />FABRIC/ MATTINGC/ MULCH <br />`SILT FENCE <br />4 <br />-63 <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 />&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 />I RI' RAP AT RCP OUTLE-S <br />b IA. OF PIPE L GLOILXIILL 18" DLPIH <br />(IN.) (FT.) FABRIC RIP RAP <br />(SY) (CU. YD) <br />12 8 19.6 4.4 <br />15 8 20.8 4.8 <br />18 10 25.6 6.4 <br />21 10 27.4 7.1 <br />24 12 33.4 9.2 <br />27 12 35.2 9.9 <br />30 14 41.6 12.3 <br />36 16 50.5 15.8 <br />42 18 57.8 18.7 <br />48 20 66.5 22.2 <br />APPROVED: <br />9 - 2016 <br />MODIFIED: <br />5 - 2019 <br />COR <br />FES <br />FES <br />RIP RAP AT RCP -A OUTLETS <br />SPAN <br />OF PIPE <br />(IN.) <br />22 <br />28 <br />36 <br />43 <br />51 <br />58 <br />INFILTRATION <br />8 88 30 88 58 <br />8A 115 38 125 88 <br />(FT.) <br />GLU I LXI ILL 18" ULPIH <br />FABRIC RIP RAP <br />(SY) (CU. YD) <br />10 25.6 6.1 <br />12 33.2 8.5 <br />14 41.5 1 1 .2 <br />16 50.5 14.3 <br />18 57.5 16.9 <br />20 65.2 19.8 <br />STANDARD DETAILS: <br />RIP -RAP <br />CITY PLATE No. <br />RIP -RAP <br />ERO-3 <br />NO SCALE <br />NO SCALE <br />0 <br />GEOTEXTILE FABRIC <br />MINIMUM 6" 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 />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: STANDARD DETAILS: <br />1 - 2016 ROCK CONSTRUCTION ENTRANCE <br />CITY PLATE No. <br />ERO-5 <br />ROCK CONSTRUCTION ENTRANCE <br />llll�1111111111111111111 <br />NO SCALE <br />Notes: <br />1.INSTALLATION OF 4" OF TOPSOIL REQUIRED ACROSS ALL DISTURBED <br />AREAS. <br />2.TOPSOIL IS DEFINED AS BLACK DIRT COMPOSED OF UNCONSOLIDATED <br />MATERIAL, LARGELY UNDECOMPOSED ORGANIC MATTER WHICH IS <br />SUITABLE FOUNDATION FOR VEGETATIVE GROWTH. <br />3.THE COMPOSITION OF TOPSOIL SHOULD CONTAIN NO MORE THAN <br />THIRTY-FIVE PERCENT (35%) SAND CONTENT. <br />APPROVED: STANDARD DETAILS: <br />7 - 2019 TOPSOIL REQUIREMENTS <br />CITY PLATE No. <br />ERO-6 <br />TOP SOIL REQUIREMENTS <br />NO SCALE <br />FILE NAME <br />PROJECT NO. <br />ALAN & JONI <br />GREENWALDT <br />4741 153RD AVENUE NW <br />RAMSEY, MN 55303 <br />612-202-9421 <br />CITY <br />PROJECT <br />EMERALD <br />ESTATES <br />RAMSEY, MINNESOTA <br />ISSUE / REVISION HISTORY <br />DATE <br />16 Oct 2024 <br />14 Nov 2024 <br />CONTACT ENGINEER FOR ANY PRIOR HISTORY <br />ISSUE / REVISION <br />Tree Inventory <br />Pre Plat Resubmittal <br />REVIEW <br />ETL <br />ETL <br />CERTIFICATION <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 LONGERA VALID DOCUMENT. PLEASE CONTACT <br />THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. <br />PRELIMINARY PLAT <br />NOVEMBER 14, 2024 <br />II Il�::ull II II " utl�:' lip a II IIII IIIII':;II11 <br />F O R M <br />• <br />I(G':',1v ,..ulili"u II Illltlllll , Bvi llllqu :' :N 1:;"'il r I1,iGd"i1") <br />u.uitltl I:n II;,II,o 'il <br />:,VN119! l u 11 110,,.14(.G II �r tl;;;:'N'71 h lllld'„VII �11'I1 11111„tl'll <br />C700ZZZ725.DWG <br />ZZZ24725 <br />CONSTRUCTION DETAILS <br />C7.1 <br />Landform'and Site to Finish are registered service marks of Landfomm Professional Services, LLC. <br />