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( REVISIONS BB\ <br />/1 <br />Oft <br />�NEREBY CERTIFY MAT 1NYS <br />PLAN OR SPECIFICATION WAS <br />PREPARED BY WE OR UNDER <br />NY DIREOT SUM:: MBM MO <br />1*MT 1 AM A DULY REQS1EAED <br />PROFESSIONAL DRw0ER <br />U110FR 11E LAMS OF DIE <br />STATE CO' NNESOTA <br />909.0 <br />GRADONG.. PLAN <br />GRAPHIC SCALE <br />• • • <br />909.6 / <br />/ 909.0 <br />D <br />ail <br />/ o <br />cf <br />' <br />909.3 <br />BC WEIR <br />(SEE ND DETA <br />FOIj/ELEV110N <br />(M nil. 3 <br />I TRAY " OO 11. <br />, kk <br />/ <br />/ 1 <br />j 1 01 57 TNH <br />I . <br />cv <br />909 1 <br />909.5 909.9 <br />-x -x-- - <br />James Street <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 UNO 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 UNO 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 1MLUAM MCCULLY, P.E. AT GLENN REHBEIN COS. <br />O (763) 784 -0657 <br />"'NO GRADING TO BE DONE OFF SITE <br />910.8 <br />-x <br />910.4 <br />ROCK CONST. <br />TRANCE <br />-910.0 <br />PAVEMENT SECTION <br />'`--rs Bn -wEmrl <br />1.5" BIT. ASE <br />6" CL V R�CY1ED <br />911.8 x I <br />I <br />x <br />912.4 <br />< -0.0 <br />24' FLAT <br />CURB TYP.) <br />1 <br />908.6 <br />908.2 ,Q; <br />, x <br />i 909.4 <br />+n9• <br />Bldg <br />TUFF - LNEO S1 x <br />907.7 <br />x <br />907.3 <br />4- <br />1 / <br />9109.0 <br />911.3 <br />LEGEND <br />SILTFENCE SF <br />DRAINAGE ARROWS ems* <br />EXISTING CONTOURS - X <br />EXISTING SPOT ELEVATIONS 909.2 <br />PROPOSED CONTOURS <br />PROPOSED SPOT ELEVATIONS <br />SF <br />IMP/ Winn MDR MN& <br />-909- <br />® <br />X909.5 <br />IN"MN MINI <br />Moo IMMO, <br />C=3� <br />i -iIl l_i i1t 1 I�T T' n 1 <br />I =11 =.1=n = l - 1 I- Ii nII -1 - <br />-u. <br />MAIMMMW <br />TOP %W <br />WEIR DATA <br />POND 2P <br />NM. 107.3 <br />TOP 107 <br />1011. 107.0 <br />SILL 007.0 <br />ON= WERT M mono two' (tea <br />0. INNATI 1o►R1 <br />r -Y"Aso ROCK <br />or IMAM OUT OFT OEM <br />70 rRNRN NNW NNW ow <br />NNITMI RRLx D nRMIa • 500010 ORM <br />ROCK CONSTRUCTION ENTRANCE <br />•.A.L MCCIRLY <br />ND.23Ly / <br />• <br />MORI <br />DRL <br />WATM <br />1 03 <br />TERM& MAX ?OM. <br />BOOK <br />JOB N0. <br />02523 <br />PAGE <br />war <br />�oF 3 saws} <br />• <br />