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• <br />909.0 <br />GRADIING.. PLAN <br />909.3 <br />GRAPHIC SCALE <br />• r r r <br />909.6 / <br />/ 909.0 <br />/,,,, <br />(araT) <br />1 lack -m R. <br />1 <br />1 <br />0 03 0 <br />tO <br />I <br />1 11 1 <br />4911.7 TNH <br />0 <br />CV <br />909 1 <br />GRADING NOTES AND SEQUENCING <br />SILT -FENCE TO BE INSTALLED DOWNHILL FROM ANY GRADING ACTIVITY <br />SOME TREES AND DEAD FALL ARE TO BE CLEARED <br />BEGIN STRIPPING TOPSOIL <br />SITEWORK SHALL BEGIN ONCE SILT FENCE IS INSTALLED <br />CONSTRUCT AND MAINTAIN ROCK CONSTRUCTION ENTRANCE OFF JAMES STREET <br />SILT FENCE TO BE MAINTAINED DURING GRADING <br />SEED AND MULCH DISTURBED AREAS WITHIN TWO WEEKS OF FINAL DISTURBANCE <br />GRASS AREAS AND BERMS SHALL BE SEEDED WITH THE CITY OF LINO LAKES <br />SEED SPEC. #5, SHORT/DRY MIX SEEDING, SUPPLEMENTED WITH BLUEGRASS. <br />CAN BE BROADCAST AT 0.5LBS PLS /1000 SF OR DRILLED AT 10LBS PLS /ACRE. <br />MULCH RATE SHALL BE TWO TONS PER ACRE <br />STORMWATER POND SHALL BE SEEDED WITH THE CITY OF LINO LAKES SEED SPEC. <br />#2. CAN BE BROADCAST AT 40Z /1000SF <br />EQUIVALENT SEED MIXTURES MAY BE USED <br />RECOMMENDED SEEDING DATES ARE AS FOLLOWS: <br />OPTIMUM: MAY 20TH-JUNE 20 <br />RANGE: SPRING THAW TO AUGUST 10 <br />SEPTEMBER 20 TO FREEZE UP <br />SITE .DRAINS TOWARD .LAKE. DRIVE, DITCH AND THEN HEADS . TO THE SOUTH <br />MIN. BSMT. OR FLOOR ELEV. SHALL BE A MIN. OF TWO FEET <br />ABOVE 100 YEAR POND /LAKE ELEVATIONS <br />ANY RIPRAP SHALL BE CLASS II <br />CONTACT WILLIAM MCCULLY, P.E. AT GLENN REHBEIN COS. <br />® (763) 784 -0657 <br />909.5 909.9 <br />James Street <br />"'NO GRADING TO BE DONE OFF SITE <br />ROCK CONST. <br />$LTRANCE <br />SIGN <br />r TUFF TURF <br />908.5 LINED SWAI.E <br />909.2 <br />909 4, <br />PROPERTY LINE <br />910.8 <br />-x <br />- -910.0 910.4 <br />END CURB AT <br />BC WEIR <br />(SEE ND DOA! <br />F, /ELEVArnON <br />/ <br />Af <br />08.7 <br />�I 909. <br />II J_ <br />8' I28� FLAT <br />si CURB (TYP. <br />A•P <br />tiI <br />PAVEMENT SECTION <br />1� bI I WEAR] <br />1.5" BIT. ASE <br />6" CL V CYQLED <br />x <br />X909.87 6612 <br />CURB <br />-Yi (TYP <br />910.07 <br />�ry <br />908.2 oa' <br />X <br />j 909.4 <br />908.6 <br />Box -- <br />EXisting <br />Bldg <br />\\ TUFF <br />-LINED S <br />x <br />907.7 <br />4- <br />x <br />907.3 <br />4- <br />i0 <br />9G9.'0 <br />X <br />912.4 <br />911.3 <br />LEGEND <br />SILTFENCE SF SF SF <br />DRAINAGE ARROWS ■• <br />EXISTING CONTOURS k 909 - <br />EXISTING SPOT ELEVATIONS 909.2 <br />PROPOSED CONTOURS <br />PROPOSED SPOT ELEVATIONS X909.5 <br />TEMPI. I MFM0 001 OM& <br />I1 <br />TOP VIEW <br />WEIR DATA <br />POND 213 <br />FO. <br />TOP <br />NWL <br />SILL <br />ORIFICE INVERT <br />WEIR LENGTH 0.0. <br />807.8 <br />807.75 <br />807.0 <br />807.0 <br />108.75 (483137.) <br />r M••MW DEPTH <br />- Y WASHED ROOC <br />18" e•TW8111 CUT OFF BERM <br />TO INMAN 1819 F7 FROM STE <br />NWIAr ROCK aU1ANCE W TRACKING !EONS <br />ROCK CONSTRUCTION ENTRANCE <br />•I END7EBY CERTIFY THAT TINS , <br />PLAN OR SPECIFICATION WAS <br />PREPARED BY WE OR UNDER <br />WY DIRECT S.IPERVI0ON AND <br />THAT I AY A DULY REGISTERED <br />PROFESSIONAL ENGINEER <br />UINOER WE LAWS CF THE <br />STATE OF IRNNESOTA <br />W.A.T. NCGIALY <br />o I -L_ <br />W <br />-"C I r .2 <br />c <br />W <br />Z C2 W <br />c --I 'i <br />co <br />DRAWN <br />DRL <br />WATMD <br />DATE <br />02/0 1 03 <br />VERTICAL SCAtE HOM2y <br />1. : 20 <br />Joe NO. <br />02523 <br />BOOK <br />PAGE <br />SHEET <br />1 <br />OF 3 SHEETS/ <br />