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CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO ~ THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR ~ SC EPANCIES SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DI R BUILDING LASTING RELATIONSHIPS ~ ~ SAND FILTER W/ DRAILTILE _TILE ~ - ~ _ ~ OR VARIATIONS FROM THE PLANS. T... - ~F'H~S~- SEE DETAIL SHEET C12 ~ € ~ ~ ~ ~ ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. ~ „ „ CONTACT GOPHER STATE ONE CALL (651-454-0002 or _ ~ 8~ 1-800-252-1166 FOR UTILITY LOCATIONS, 48 HOURS PRIOR 884 ~ ; TO EXCAVATION. RYAN ID 1410 RYAN COMPANIESUS,INC. # ~ - 50 South Tenth Street, Suite 300 88 _ ` - ONTRACTOR SHALL STRIP STOCKPILE AND RE-SPREAD Minneapolis,MN55403-2012 C , 2. ~ ~ SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM 6 INCH DEPTH 612-492-4000 tel X880 (COMPACTED) TO ALL DISTURBED AREAS TO BE SODDED OR 612-492-3000 fax SEEDED. 87g WWW.RYANCOMPANIES.COM - ~ _ THE SITE GRADING OPERATIONS WHEN COMPLETED, SHALL RIP RAP ES l-~~ RESULT IN ALL AREAS BEING GRADED TO PLAN SUBGRADE ' 876 SEE DE L " - ELEVATION". THIS "PLAN SUBGRADE ELEVATION" SHALL BE CONSISTENT WITH THE GEOTECHNICAL REPORT FOR BUILDING 8 74 PROJECT NAME - : > AND PAVEMENT AREAS. THE PLAN SUBGRADE ELEVATION IN , : ; 872 AL PON THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY CHECKING THE PAVEMENT SECTION DETAILS .870 = .s . H WL= 881.2 AND REFERRING TO PAVING PLAN FOR LOCATIONS AND LIMITS OF VARIOUS PAVEMENT SECTIONS. .0 R RRENT HORIZONTAL SITE REFER TO SITE PLAN FO CU 872 ' DIMENSIONS AND LAYOUT. TRANSOMA M 87.4 , , 876 10 BENCH NORTHWEST EXISTING TOPOGRAPHY PROVIDED BY THE CITY OF NEW 010:1 BRIGHTON. UADRANT LOCATION SILT FENCE 879 ~fi o~~:~ - NEW BRIGHTON LEGEND SEE SHEET C12 MI ESOTA NN ° 883 TOP OF BE SILT FENCE $82 r . OP pF 882 883 TOP OF BERM ~ BERM - - - EXISTING MINOR CONTOUR SHEET TITLE EXISTING MAJOR CONTOUR POND AND WALL 754 PROPOSED MINOR CONTOUR 880.---ice' DETAIL PLAN as ? e; 760 PROPOSED MAJOR CONTOUR w._ea ~ v~ R_....~ a..~.nam ~ - m~._. PROPEE~TY LINE ' ' ' ~ PROPOSED INLET PROTECTION ' " REVISIONS / ~ RIP RAP AT FEW OVERFLOW EROSION CpNTROL NTROL f- DRAINAGE DIRECTION ~ 07/31/07 -BID PACK #1 ? SEE DETAIL 882 BLANKET CATEGORY 6' TEGORI ~ 08/02/07 - RCWD SUBMITTAL : : EXISTING STORM SEWER 08/03/07 -CITY SUBMITTAL NOTES: PROPOSED STORM SEWER o8/0~/07 - MDH sUBMITTAL 1. SEED 10' OF EITHER SIDE OF NWL OF DETENTION POND WITH NATIVE WET TALL REGIONAL POND 08/13/07 - RCWD COMMENT SEED MIX MN/DOT 310 NWT CITY COMMENT SILT FENCE 08 15 07 - MDH PLUMBING SUBMITTAL 2. SEED ALL OTHER DISTRBED AREAS TO LIMITS OF CONSTRUCTION WITH MN/DOT / / SEED MIXTURE 250 08/24/07 -BUILDING PERMIT SUBMITTAL 3. NO SEED AT BOTTOM OF DETENTION POND 4. RESTORE DISTURBED AREAS WITHIN MNDOT R/W WITH 6" TOPSOIL, EROSION AR RAIL - GU D CONTROL BLANKET CATEGORY 3 AND SEED MIX 250 MnDOT SPEC 88:307 5. REFER TO LANDSCAPE PLAN FOR FINAL STABILIZIATION MEASURES. THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND - WIRES CABLES CONDUITS PIPES MANHOLES , , VALVES OR OTHER BURIED STRUCTURES BEFORE , DIGGING. HE SHALL REPAIR OR REPLACE THE 891.OQ TOP g 890::00 BOT ABOVE WHEN DAMAGED DURING CONSTRUCTION AT ~ I hereby certify that this plan, specification, 890 7g NO COST TO OWNER. r r a re are me or under m j o eport w s p p d by Y 8 ° OUTLET CONTROL .88 40 890,41 TOP direct supervision and that I am a my 5 t STRUCTURE 8g `S8 _ . ' 885.1 Licensed Professional En ~neer under the 0.09TOP ::SEE DETAIL 8 88 8 - 8,$7TOP laws of the State of Minnesota. 8:86.15BOT _ 88 ..:35.,, _ 88 BOT , y _ a~~~ ~ ~Y i '~t T O ~ 86 8 2 1-4 4- 00 5 5 ~ $g 6~ ~ DANIEL E. BOWAR 00 ~ - -11 6 252 80 R an 1D# 1490 0~ Y ~ ~ N t ~ ~ . O ~ ~ ~ REGISTRATION N0. DATE 45018 08124 ! 2007 8~wa~a~giak~~~~`~#:`~f~'~ ~q~IB~ ©2006 RYAN COMPANIES US, INC. .2.26 91.01 890 1 889.40 _ 890.17 X88.6 ~p~ 900.71 JOB NUMBER HISTORY . 11?' ~ s- co 890.OOTOP . ~ ~ 1. P ' ~ OT - 888.0 . 6~ _ 890 c0 890.20BOT 4.50 T0. 89 , r~ i p 893.00 BO ~ cfl 897 TO ` N . , 89 . BOA: SHEET NUMBER o' ~8 0.49 P 'RDR L 896.00 BOT MnDOT., SPE 8347 > ; - DRAIVN BY HE KE ; 14TH STREET POND = DEB WTS 0 20 40 JOB NUMBER DATE SCALE I N FEET 1735.000 08 r 24 r 2007