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i '1999 Westwood Professional Services, Inc. R€!Wk ROAD SOUTH 'SU6G c.rn unllc�-�_ l _ PAD LOCATION, GRADE, � ff ' ! l t f.7 k STYLE (TYP.) r ! PROTECTION FENCE (TYP.) 1000' setbac Long Lake Creek Ali 3 f / Aims 9„ D _ tC,--� .-\ `� ! =938.00 i 1 H=940.64 / SILT FENCE (TYP.) Qe ' / / NOTE: SEE DETAIL PAGE 2 \\) 92 1 IT IS VERY CRITICAL THAT THE SOILS IN THE SEPTIC SITES SHOWN ON THIS PLAN RE]MAJN i I ! / / SEPTIC SITES TO BE MARKED WITH HIGHLY VISIBLE< � s SAFETY AFETY FENCE.� 1 1 26' WETLAND � BUFFER (TYP.) / C� 18" RCP APRON AL 27'-18" CMP O 0.00% A` P ♦ l ,,, 0 TON ENTRANCE I D At EET 2 48" DIA. STMH A RE=940.60 2 \ SEE PAGE 2 FOR \ ' I IE SE=938.00 LOT 1 GRADING DETAIL / _ l 1� �tt 25'R -) / IE�NW)=936.00 SAWCUT & REMOVE EXIST. BIT. PAVEMENT REMOVE EXISTING 12" CMP alr� APPROXIMATE LIMITS 18" CMP APRON INSTALL 50'-18' CMP ® 1.30% OF EXISTING TREES / i IE=940.80 (TYP.) REPLACE AGG. AND BIT. IN KIND i ! AL// `` j J, t 60'-18' CMP 00.35% SEE DETAIL SHEET 3 EX. — 0{ EL=944.0 E=937 3APRON 18" CMP APRON GENERAL GRADING & DRAINAGE NO �Ik / \ +�' IE=941.01 ROCK CONSTRUCTION ENTRANCE • ALL a SEE DETAIL SHEET 2 GRADESRS AND SPOT UNLESSOTHERWISETELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER 100V setback from / French Lake '� , • REFER TO THE SITE PLAN/RECORD D PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. AL IL ` • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD —VERIFY �- PRIOR TO, CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. 941 _ 1L _ 11 — — — EROSION CONTROL NOTES: / • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN —PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON —SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED [ INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE OUTLOT A AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. 99 i LOT NUMBER TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. WALKOUTAOOKOUT GRADE ELEVATION • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END 10' FBWO ( IF APPLICABLE) OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED 524.0 ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS- 6 DSEEEDIDI G & MULCHING AFTER GRADING OS DISTUREBED LEGEND BENCH AREAS TO BE COMPLETED WITHIN 10 10Ck BENCH NWL } FRONT GRADE ELEVATION DAYS SILT FENCE SHALL BE REMOVED AFTER VEGETATION HAS BEEN SUFFICIENTLY RESTORED. - o DENOTES EXISTING CONTOURS DRIWEWAY A ------- DENOTES PROPOSED CONTOUR FEIWO — GRADOOR 0. ' DIFF�FlWHm C -.,a—z DENOTES EXISTING STORM SEWER FLOOR GRADE ELEVATION. DENOTES PROPOSED STORM SEWER FBLO = GRADED FOR 3.D' DIFFERENCE FROM BASEMENT FLOOR ELEVATION M FlMSHED GRADE ELEVATION. " DENOTES EXISTING TREE LINE F9— GRADED FOR &V DIFFERENGE FROM DENOTES PROPOSED TREE LINE BASEMENT FLOOR ELEVAIWN TO FNSNED GRAPE ELEyATpN„ — —•—•— — DENOTES TREE/SEPTIC PROTECTION FENCE DENOTES SILT FENCE POND GRADING EXISTING TREES TO REMAIN DETAIL TYPICAL LOT EXISTING TREES TO BE REMOVED rn s a N.T.S. 0 100 200 300 RLwsloras Westwood mttrrtmoa FYoressiond S. t` 1D4 —,(Hive Suite ] Bun ' „—3 ` 612 682-288J ereby c tH, that this plop was prepared by — a antler my PRtlPAAND Paq; DATE dtrect super•rlslon a"d that I p a,iy regi,trsed PROFESSWNH oy.—. BCM _EC FDH. R GRADING, DRAINAGE �$ ErecRUEEa �pd�r tr,e lows o, the 51— L.., Mi.we I. --_.—------------------._--- BOHLAND DEVELOPMENT, INC. 4i2v9e ,!JMl`" ° eR"" "" R, WA E 420 UPLAND LANE CARRIAGE HILL STREET CONSTRUCTION DATEO. _ REG. ryQ__ 177 6 _ PLYMOUTH, MINNESOTA 55447 ORONO, IvfN. PLAN SHT. 1of3 8795 OF1.DW'G