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LEGEND <br />\0 -� <br />ALT FENCE SF SF <br />EDIMENT LOG <br />RIP-RAP Mi <br />TUFF TURF. <br />EXISTING SPOT ELEVATION 906.4 <br />EXISTING CONTOUR - - - -896- - - - <br />PROPOSED CONTOUR---(896) <br />PROPOSED SPOT ELEVATION X895.69 <br />WETLAND EDGE <br />AND D <br />WETLAND FILL <br />NEW WETLAND CREDIT <br />PUBLIC VALUE CREDIT <br />DRAINAGE ARROWS NI* <br />FBWO -FULL BASEMENT WALKOUT <br />FBLO -FULL BASEMENT LOOKOUT <br />FB -FULL BASEMENT <br />W /DG -WITH DROPPED GARAGE <br />TYPICAL HOUSE PAD <br />WINDOW LOOKOUT ELEVATION <br />BASE ELEVATION <br />reeei <br />891.50 <br />888.00 <br />FBLO <br />895.00 <br />888.00 <br />FBWO <br />895.00 <br />-TAILS <br />TBEFEIRF INSTALLATION AT <br />EMERGENCY BERM OVERFLOWS AND DITCHES <br />EMERGENCY BERM BOTTOM WIDTH - EFT <br />OVERLAP MATERIAL r PM STAPLE EVERY 12 ALONG SUMS AND EDGE; <br />BURY LEADING EDGE 6' AT NIL =V.. <br />Smia. - PE VIDE SLOPE L61i1V <br />STACK TUFFTURF • S 0.G <br />1 " ♦Fr <br />STARE TVFFTURF ALL MT }AY <br />TO TEE BOTTOM OF <br />THE 017VH ION POINT <br />STAKE TUFFTURF • S O.0. <br />BURY TOP LEADING EDGE 6' DEEP UNDER RD' -RAP OF I <br />OVERLAP MATERIAL 6' LONGITUDINALY AND STAPLE EYXRY L2' ALONG SEAMS <br />DITCH BOTTOM IIIDTH - 60 INCHES WITH SEW SIDE SLOPES OR GREATER <br />BASEMENT /WALKOUT <br />ELEVATION <br />895.00 <br />888.00 <br />FB <br />REAR OPENING <br />BASEMENT ELEVATION <br />GARAGE ELEVATION GARAGE ELEVATION GARAGE ELEVATION <br />893.00 (1' OR 2' DROPPED GARAGE TYP.) <br />• HOUSES WITH DROPPED GARAGES ARE INTENDED TO REDUCE DRIVEWAY GRADE TO 10% OR LESS <br />GRADING NOTES AND SEQUENCING <br />.ALT FENCE TO BE INSTALLED DOWNHILL FROM ANY OF THE GRADING ACTIVITY <br />FIELD DECISIONS TO BE MADE REGARDING PLACEMENT OF SILT FENCE <br />CLEARING AND GRUBBING TO BE DONE IN ACCORDANCE WITH MNDOT 2101 <br />BEGIN STIPPING TOPSOIL IN RIGHT OF WAY <br />SEDIMENT POND SHALL HAVE A SACRIFICIAL FOREBAY AT INLET TO CAPTURE SEDIMENT LOAD <br />SITEWORK SHALL BEGIN ONCE SILT FENCE IS INSTALLED <br />CONSTRUCT AND MAINTAIN ROCK CONSTRUCTION ENTRANCE OFF WARE ROAD <br />SILT FENCE TO BE MAINTAINED DURING GRADING <br />STAKED SEDIMENT LOGS SHALL BE INSTALLED PER THE PLAN <br />SEED AND MULCH DISTURBED AREAS WITHIN TWO WEEKS OF FINAL DISTURBANCE <br />SEED MIXTURE SHALL BE MNDOT SPEC. 3876, MIXTURE 7, AT A RATE OF <br />35 PLS Lbs /ACRE OR MNDOT SPEC. 500 AT A RATE OF 50 PLS Lbs /ACRE <br />MULCH RATE SHALL BE 2 TONS PER ACRE <br />ADHERE TO MINIMUM OPENING OR BASEMENT ELEVATION FOR EACH LOT <br />CONTRACTOR TO USE RCP STORM SEWER IN ROW AND HDPE STORM SEWER IN GREEN SPACE <br />RIP —RAP SHALL BE CLASS III PER MNDOT 3133C <br />PONDS AND WETLANDS MAY BE LINED WITH NATIVE TOPSOIL OR HYDRIC SOILS FROM ANY SITE <br />(SOIL MUST BE FREE OF INVASIVE SPECIES) —SOIL SOURCE & MATERIAL TO APPROVED BY CITY ENGINEER <br />POND BENCHES SHALL BE SEEDED WITH MNDOT MIX 25A OR CITY OF LINO LAKES SEE SPEC. AS APPLICABLE <br />WETLAND MITIGATION AREAS TO SEEDED WITH MNDOT MIX 25B, SECTION 3876.2, 2000 EDITION, PG 1049 <br />OR CITY OF LINO LAKES SEE SPEC. AS APPLICABLE <br />FILL MATERIAL FOR ROADS AND HOUSE PAD CAN BE OBTAINED FROM ANY WHERE WITHIN THE SITE <br />GRANULAR MATERIALS IF FOUND ON SITE CAN BE USED FOR ROAD BUILDING AND PAD FILL <br />ANY EXISTING SITE GRANULAR MATERIALS TO BE USED AS ROADWAY OR BUILDING PAD FILL MUST <br />BE APPROVED BY THE CITY ENGINEER <br />DEVELOPER SHALL USE TUFFTURF IF A HIGH VELOCITY BLANKET IS NEEDED IN HIGH EROSION CHANNELS <br />PAD SITES ARE ONLY PROPOSED, MIN. BSMT ELEV. SHALL BE ADHERED TO <br />011N. BSMT ELEV. SHALL BE A MIN. OF 2' ABOVE 100 YEAR POND ELEVATIONS <br />MAXIMUM DRIVEWAY GRADE OF 10% <br />DEVELOPER AND BUILDER HAS OPTION OF PLACING THE HOUSE WITHIN THE LOT <br />WETLAND DELINEATION APPROVED BY RCWD PER LETTER DATE NOVEMBER 20, 2002 <br />AN NPDES GRADING PERMIT IS REQUIRED <br />CONTACT WILLIAM MCCULLY, P.E. AT GLENN REHBEIN COMPANIES AT (763) 784 -0657 <br />895.00 <br />SEDIMENT LOG CHECK LOCATED PER PLAN <br />moos aF R:fI <br />D412 CURB TYPICAL <br />CY /LF = 0.0494 <br />LF /CY = 20.2 <br />BOX CULVERT BCW <br />FEN <br />6' MINIMUM DEPTH <br />- Y WISHED ROCK <br />18' MINIMUM OJT OFF BERM <br />TO MINIMIZE RUNOFF FROM SITE <br />MAINTAIN ROCK ENTRANCE IF TRACKING BEGINS <br />ROCK CONSTRUCTION ENTRANCE <br />PS8 <br />co <br />O <br />ROW <br />30' <br />OF ROAD <br />30' <br />ROW <br />14' <br />16' <br />14' <br />24" <br />14' <br />L <br />1 1/2" 2341 Bituminous Wear, Placed after one winter <br />2 2331 Bituminous Base, Tack Coat <br />5" Aggregate Base 100% Crushed Recycled Class 5 <br />24" Select Granular Borrow, 514 Mod. <br />D412 <br />4" of native topsoil and turf establishment. <br />Seed, mulch and disc anchor remaining R/W <br />J <br />TYPICAL RESIDENTIAL STREET SECTION <br />FL- 30' —FL BOC- 32' —BOC <br />1 <br />4" PVC /ADS dralnfile w /sock <br />as shown on plans between CBs <br />and along bottom of select <br />°Recyled aggregate for base <br />must meet class 5 specification <br />(I-HEREBY CERTI Y THAT TNI <br />PLAN OR SPECIFICATION WAS <br />PREPARED BY ME OR UNDER <br />MY DIRECT SUPERVISION AND <br />THAT I AM A DULY REGISTEREE <br />PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE <br />STATE OF MINNESOTA <br />W.A.T. McCIILLY <br />` DATE: EEG. NO.$3i.3a / <br />CHECKED <br />WATM <br />DATE <br />01 -20 -03 <br />VERf GAL SCALE HOE¢. <br />J08 NO. <br />02522 <br />