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CONSTRUCTION LIMITS <br />N 1 <br />FOR <br />O'7 <br />0' <br />894 <br />m <br />m <br />TO EXISTING STRUCTURE <br />TING INVERT ELEVATION <br />EXISTING '.IN GARDEN <br />SALVAGE AN STALL <br />PLANTINGS N '. TO <br />INSTALL 18" RCP <br />as 0, CM Co m a <br />CO <br />IN <br />a <br />tU <br />REMOVE EXISTING STORM ER PIPE <br />9 <br />BIORETENTION BASIN 2 <br />SEE SHEET L100 FOR <br />PLANTING PLAN <br />4- --DRAIN TI <br />BUILD STRUCTURE OVER <br />EXISTING CULVERT <br />895 <br />94 <br />SHEET FOR <br />EOC - WJTING <br />4' <br />900 <br />9 <br />ONSTRUCTION <br />����. <br />99 � <br />CONSTRUCTION LIMITS <br />0 901 <br />4" TOPSOIL AND SEED <br />MATCH EXISTING <br />GROUNDLINE <br />4 <br />MIN. <br />2' <br />RIBBON CURB <br />— PARKING LOT PAVEMENT <br />DRAINAGE DITCH TYPICAL SECTION <br />NOT TO SCALE <br />H: \Civil \047 \4443 \Phase 2 \Plan \grading— plan.dwg <br />GENERAL NOTES: <br />• REFER TO SHEETS L100 AND L101 FOR <br />TYPICAL RAIN GARDEN DETAILS <br />WORK OUTSIDE GRADING LIMITS MUST BE <br />APPROVED BY THE OWNER <br />• SEE SHEET C104 FOR DRAINAGE STRUCTURE <br />AND STORM SEWER TABULATION <br />• SUBGRADE SHALL BE SHAPED AND COMPACTED <br />IN ACCORDANCE WITH MNDOT SPEC 2112 <br />SUBGRADE PREPARATION. <br />NOTES: <br />0 CONSTRUCT TEMPORARY ROCK CONSTRUCTION <br />ENTRANCE AS DETAILED ON SHEET C105 <br />6' <br />—o— <br />LEGEND: <br />SPOT ELEVATION TO GUTTER LINE OF CURB <br />GRASS AND FORB SEED MIX FOR UPLAND AREAS <br />AND SURROUNDING RESTORATION AREAS <br />COMPLY WITH CITY OF LINO LAKES STANDARD <br />SEED SPECIFICATIONS <br />CONSTRUCTION LIMITS <br />SILT FENCE, TYPE MACHINE SLICED <br />SEE SHEET C105 FOR DETAILS <br />PROPOSED CONTOUR <br />EXISTING CONTOUR <br />PROPOSED DROP INLET <br />EXISTING DROP INLET <br />4f PROPOSED CATCH BASIN <br />Q EXISTING CATCH BASIN <br />• PROPOSED APRON <br />Q EXISTING APRON <br />4•. <br />SOIL BORING <br />TREE <br />POWER POLE <br />WELL <br />TELEPHONE PED <br />ELECTRICAL BOX <br />PROPERTY LINE <br />PROPOSED RIGHT OF WAY <br />— — — SECTION LINE <br />EXISTING RIGHT OF WAY <br />STROM SEWER <br />SANITARY SEWER <br />WATERMAIN <br />BURIED GAS <br />BURIED TELEPHONE <br />BURIED ELECTRICAL <br />EAGLE BROOK <br />CHURCH <br />LINO LAKES <br />CAMPUS <br />PARKING <br />EXPANSION <br />SRF <br />CONSULTING <br />GROUP, INC. <br />SRF CONSULTING CROUP, INC <br />Suite 150 <br />One Carlson Parkway <br />Minneapolis, MN 55447 <br />Tel. 763- 475 -0010 <br />Fax- 763- 475 -2429 <br />oD6 <br />scale feet <br />Owtleotim <br />t ■m.r vcNry Out this Au. <br />. 9. de sar report vs. pelpere■ <br />08— r <br />zoo or • I u . duly 1A* n,N•d.e.l <br />ram.. =as. M.. M.. .a Oa am. <br />of Jlaa <br />989,JEF!ffi7 N. TYJ7SON <br />91nshoe <br />n o. 08/12/09 ll.e. 4.. 42792 <br />RECEIVED <br />SUN. 8 2.119 <br />cm/ OF LINO LAKES <br />REVISIONS <br />N0. <br />DATE <br />87 <br />01460 <br />APPR <br />DATE <br />0612 -2009 <br />COMM. NO. <br />0089799 <br />LINO LAKES, MN <br />GRADING & STORM SEWER PLAN <br />SHEET <br />C102 <br />SHEET 4 OF 9 <br />Y <br />