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/H 1 <br />d <br />SEE STORM SEWER - <br />00NT1NUE0 LAYOUT FOR <br />CONNECTION TO POND <br />IS' • <br />M 102 <br />- 01.77 <br />IE( )= 890,04,. -. <br />IE E)= 889.44 <br />IRRIGATED <br />AREA <br />152-233" RCP 0 0.15% <br />MATED <br />AREA <br />.12 <br />8 " -45' BEND <br />MH -1 <br />RE-903.50 <br />I0= 893.73 <br />7 / <br />k4 <br />RE= 903.97 <br />IE(W)= 890.48 <br />IE(E)= 890.26 <br />31' -8" PV' <br />0 0.40% <br />8' I <br />CONSTRUCTION A9A,tL>? <br />27' -8" PVC 0 0.40 %. <br />STU6TN A SYNC 4 <br />MA H <br />GRADE <br />9 <br />160' -30" RCP 0 0.15% <br />SOD <br />CONNECT TO STUB BY OTHERS <br />g -1' •\' //� CONNED <br />/' r <br />�\ • ., <br />/%% i TVA i \ <br />\\ \ <br />1 \ <br />SUPPORT NET: 12 GAUGE <br />4 , 4' WIRE HOOKED <br />ONTO PREFORMED <br />CHANNELS ON POSTS AS <br />SPECIFIED. <br />EXISTING GROUND <br />SURFACE <br />FILTER FABRIC W111 WIRE <br />SUPPORT NET AS SPECIFIED. <br />METAL POST <br />AS SPECIFIED. <br />flLTER FABRIC AS SPECIFIED <br />5ECU8E TO WIRE SUPPORT NET <br />WTTH METAL CUPS 10'0.C. <br />CARRY WIRE SUPPORT <br />NET DOWN INTO <br />TRENCH <br />SEDIMENT FENCE <br />DETAIL 2 <br />NOT TO SCALE ` C3.0 <br />RUNOFFFF., <br />1/ \, <br />c0NNE <br />-FIELD <br />\/ <br />2 .':\S\• -\\14\ <br />., k\ 41' -2$"" - -- - 0.20% vko <br />: • �\\ 30' -12" RCP 0 0.50% \ / / ,/,_ •-. -79,,,, <br />________ <br />CB `\ , <br />CBMH \ <br />• € X903.56 \ \ / <br />= IE(� .45 SOD <br />f(W) °t'3'T ^f�` % <br />'�-�� �_� 710N \--i ce ! <br />�-. 7 z CbNHECLTZO STUB 1 1 / <br />S - /I; <br />V/ <br />\. /1 <br />00 <br />%1A <br />% <br />2 <br />1, <br />Tit <br />t <br />1 <br />L '( <br />1 <br />I 1 <br />4 STRUCTURE SCHEDULE: 1 <br />--- <br />21811017/RF 371E I CASTING• <br />CBMH- 101 96• DIA I R -1542 <br />CBMH -102 72' DIA 1 R-30674-0 / <br />CBMH -103 60• DIA 1 R -3D67 * <br />00604- 107 48' 010. 1 9- 3057 -0 <br />• NEENAH FOUNDRY COMPANY OR APPROVED EQUAL <br />STORM SEWER - CONTINUED LAYOUT <br />DETAIL <br />NOT TO SCALE <br />in - 20' <br />100 <br />VARY <br />12 " -1 <br />4' <br />ANCHOR FABRIC WITH <br />SOIL, TAMP B*CKFILL <br />DIRECTION OF FLOW <br />METAL POSTS B'-0' <br />O.C. MAX. <br />WRAP 1/4' WIRE MESH AROUND 010 5 OF BOX AND ATTACH <br />TO FRAME. FILL WITH 1 /Y -,' DIAMETER WASHED STONE <br />REPLACE WHEN SATURATED W711-1 SEDIMENT. <br />CATCH BASIN FILTER <br />DETAIL <br />NOT 10 SCALE <br />204 WOOD FRAME <br />COLLECTED SEDIMENT <br />OUTSIDE CB INLET (LAWN <br />AREAS) <br />GRADE <br />CRATE INLET <br />FILTER BAG BETWEEN <br />FRAME AND GRATE <br />CATCH BASIN INLET <br />NOTE <br />1) IN LAWN AREAS; USE MESH, WOOD FR41AE BOX, AND STONE FOR <br />INLET PROTECTION (ND BAG REQUIRED) <br />2) IN PAWED AREAS, USE FILTER BM FOR INLET PROTECTION ( NO <br />MESH, BOX STONE REQUIRED) <br />'5' TAMP THE TRENCH FULL OF SOIL SECURE <br />WTTH ROW DF STAPLES, 10' SPACING, 4• <br />DOWN FROM TRENCH <br />BURY THE TOP END OF THE MATTING IN <br />A TRENCH 4' OR MORE IN DEPTH <br />'C' OVERLAP: BURY <br />UPPER ENO OF <br />LOWER STRIP AS IN <br />A AND B'. OVERLAP <br />END OF TOP STRIP N <br />4' AND STAPLE <br />'D• EROSION STOP: FOLD OF <br />MATTING BURIED M SILT,•? <br />TRENCH AND TAMPED..• <br />D2001080W OF STAPLES. <br />PLACE STAPLES 2 FEET - <br />APART TO KEEP MATTING <br />FIRMLY PRESSED TO <br />SOIL <br />TYPICAL STAPLE /B <br />GAUGE WIRE <br />EROSION CONTROL BLANKET <br />DETAIL <br />NOT TO SCALE <br />PRECAST INVERT MUST BE <br />1/2 DIAMETER OF THE PIPE <br />AND BENCHES SLOPED 2• <br />TOWARD THE INVERT. <br />MANHOLE STEPS SHALL BE PLACID SD <br />THAT OFFSET VERTICAL PORTION CP CONE <br />ADO STEPS ARE FACING BOYMST EMI, <br />CAS1M0 AND 4001519 NT <br />RINGS AS SPEOREO. <br />•9ANNOLES SULL 9E PRECAST IN <br />ACCORDANCE MTV 4511 C -478 <br />VARI <br />SECTION <br />SANITARY SEWER <br />DETAIL <br />NOT TO SCALE <br />MANHOLE STEPS, NEENAH 019011 OR <br />EQUAL 10' ON DENIER AS APPROVED DT <br />OSHA STEPS SHALL BE 07 0 SO THAT <br />OFF1T 410 7CAt SIT. of CONE AND <br />STEPS ARE FACING DOTMSTREAk <br />Al JOINTS IN UlN40IE TO HAVE <br />'0• MHO RUBBER OASHE1S <br />PRECAST NWERT REQUIRED. <br />PIPE SNAIL BE GUT OLD rune <br />10114 INSIDE FACE OF WALL <br />NDR -N-SAL HAHN= <br />BOOT OR EQUAL <br />•DIOUOED ONWM9DESADO OUTSIDE. <br />01080U 1440011ESS 00 PRECAST BASE IS <br />S. FOR 14' DEEP OR LEES AND INCREASES <br />1• IR 14504055 FOR MDT 4' OF 0EPl11 <br />MANHOLE <br />NOTE: <br />1. PLACE STAPLES 2 FEET APART TO <br />KEEP MATTING FIRMLY PRESSED TO SOIL <br />NOTE <br />VANE GRATE SHOWN <br />DIRECTON OF FLOW <br />3' <br />NO BLOCK STRUCTURES ARE ALLOWED. <br />CASTING AND <br />ADJUSTMENT <br />RINGS AS <br />SPECIFIED. <br />24 "x36 <br />PRECAS <br />DOGHOUSES 5X40, BE <br />GROUTED ON BOTH THE <br />INSIDE AND OUTSIDE <br />4- EROSION CONTROL NOTES: --' <br />1. THE CONTRACTOR SHALL PROVIDE SEDIMENTATION AND <br />EROSION CONTROL SYSTEMS AS SHOWN ON THE DRAWINGS <br />IN ADDITION TO OTHER MEASURES 114AT MAY BE <br />NECESSARY TO PREVENT SEDIMENTATION AND EROSION <br />CAUSED BY CONSTRUCTION ACTIVITIES IN ACCORDANCE TO <br />THE CITY ORDINANCE <br />2. THE CONTRACTOR WILL BE RESPONSIBLE FOR <br />MAINTAINING THE SEDIMENTATION AND EROSION CONTROL <br />SYSTEMS THROUGHOUT THE DURATION OF THE CONTRACT. <br />THIS MAINTENANCE SHALL INCLUDE CLEANING AND /OR <br />REPLACING 5751065 THAT HAVE BECOME CLOGGED OR NO <br />LONGER FUNCTIONAL AS DETERMINED 131 THE <br />ENGINEER/LANDSCAPE ARCHITECT. <br />3. CONTRACTOR SHALL INSPECT MONTHLY AND AFTER EACH <br />STORM EVENT AND REPAIR AS NECESSARY ALL EROSION <br />CONTROL MEASUPE5 TO INSURE THE INTEGRITY OF THE <br />EROSION CONTROL 575TEM. <br />4. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL <br />AND SATISFACTORY DISPOSAL OF ALL EROSION CONTROL <br />STRUCTURES UPON COMPLETION OF ALL WORK AND SOIL <br />STABIUZATION AS DIRECTED BY THE ENGINEER. <br />5. FURNISH AND INSTALL APPROXIMATELY 30 L.F. OF SILT <br />FENCE PERPENDICULAR TO THE OUTLET OF EACH STORM <br />DRAIN PIPE TO CONTROL AND MINIMIZE SILT RUNOFF. <br />LEGEND: <br />419 <br />42D <br />A-A a22.Am. r <br />1' CONTOUR <br />ELEVATION INTERVAL <br />5' CONTOUR <br />ELEVATION INTERVAL <br />SPOT GRADE ELEVATION <br />SILT FENCE <br />UMI1S OF ERO5ON <br />CONTROL BLANKET <br />-05- GRADING NOTES: ---- <br />1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR <br />MAINTENANCE OF GRADE STAKES THROUGHOUT THE <br />DURATION OF CONSTRUCTION TO ESTABUSH PROPER <br />GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE <br />FOR A FINAL 010 CHECK OF FINISHED GRADES <br />ACCEPTABLE TO THE ENGINEER /LANDSCAPE ARCHITECT <br />PRIOR TO LOANING AND SODDING ACT4TIES. <br />2. UNSUITABLE EXCESS FILL MATERIAL AS SPECIFIED, <br />SHALL BE REMOVED 0N0 LEGALLY DISPOSED OF BY THE <br />CONTRACTOR OFF -SITE <br />3. SUITABLE EXCESS FILL MATERIAL SHALL BE STOCKPILED <br />IN A MANNER AND LOCATION AS APPROVED EY THE <br />ENGINEER /LANDSCAPE ARCHITECT. <br />4. ALL AREAS DISTURBED OUTSIDE THE LIMIT OF WORK <br />SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE IN A <br />MANNER APPROVED BY THE ENGINEER/LANDSCAPE <br />ARCHITECT. <br />5. PROPOSED SPOT GRADES ARE FLOWLIN11 FINISHED GRADE <br />ELEVATIONS <br />B. LONGITUDINAL SLOPES OF WALKS SHALL BE 50 (MAX) <br />AND 1X (MIN.) AND 20 (MAX) CROSS SLOPE EXCEPT AS <br />SHOWN ON 114E DRAWINGS <br />7. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS <br />INDICATED OTHERWISE ON 1111E DRAWNGS. SLOPES GREATER <br />THAN 3:1 SHALL 505519E SURFACE ROUGHENING BY EITHER <br />•ST0RSTEP' GRADING. GROOVING. FURROWING, OR <br />TRACKING TO AVOID RUNOFF VELOCITY AND RECEIVE <br />EROSION CONTROL BLANKET. SLOPES LESS THAN 3:1 NOT <br />STABILIZED 18194 VEGETATION SHALL HAVE THE SURFACE <br />ROUGH GRADED TO REDUCE RUNOFF VELOCITY UNTIL SOD <br />HAS BECOME STABILE AND MATURE AT NO TIME <br />THROUGHOUT THE DURATION OF THE CONTRACT, SHALL <br />SLOPES BE A SMOOTH GRADE OR A COMPACTED SURFACE. <br />4- UTILITY NOTES: -4' <br />1. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND <br />ELEVATIONS OF EXISTING UTUTES AND TOPOGRAPHIC <br />FEATURES PRIOR TO THE COMMENCEMENT OF SITE GRADING. <br />THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE EN0NEER <br />OF DISCREPANCIES OR VARIATIONS FROM THE PLANS <br />2. ALL DUSTING UTRITT LOCATIONS SHOWN ARE APPROXIMATE <br />CONTACT 'GOPHER STATE ONE CALL' (551- 454 -0002 OR <br />000- 252 -1156) FOR UTILITY LOCATIONS, 72 HOURS PRIOR TO <br />CONSTRUCTION. <br />3. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT <br />EDITION OF 'STANDAR0 SPECIFICATIONS FOR WATER MAIN AND <br />SERVICE UNE INSTALLATION' AND - SANITARY SEWER AND <br />STORM SEWER INSTALLATION' AS PREPARED BY THE OTY <br />ENGINEERS ASSOCIATION OF MINNESOTA, AND SHALL CONFORM <br />WITH CITY 8027410 MEATS. <br />4. REFER TO VIE PLAN FOR CURRENT HORIZONTAL <br />DIMENSIONS AND LAYOUT. <br />5. ALL WATER PIPE SHALL BE DUCTILE IRON PIPE (DIP) CLASS <br />52 UNLESS 01440 15E NOTED. <br />6. ALL SANITARY SEWER PIPE SHALL SE PDLYMNYL CHLORIDE <br />PIPE (PVC) SOR 35 UNLESS OTHERWISE NOTE0, <br />7. ALL STORM SEWER PIPE SHALL BE REINFORCED CONRET11 <br />PIPE (RCP) UNLESS OTHERWISE NOTED. <br />8. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF <br />STRUCTURES <br />9. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE <br />SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE <br />SLIMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON <br />THIS PLAN DO NOT REFLECT 5UMPED ELEVATIONS <br />10. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND <br />BACK OF CURB UNLESS OTHERWISE NOTED. <br />11. TYPICAL HYDRANT CONSISTS 0F: HYDRANT, GATE VALVE, <br />2.5' OF 5• DIP WATERMALN AND ANY HYDRANT EXTENSION. <br />GRATE TO BE 2' BELOW HYDRANT EXTENSIONS SHALL BE INCIDENTAL <br />CUTTER GRADE 10' <br />TRANSITION EACH SIDE OFT <br />CATCHBASIN. WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE <br />2. A MINIMUM OF B FEET OF COVER IS REQUIRED OVER ALL <br />REQUIRED TD MAINTAIN A MINIMUM OF 1B' VERTICAL <br />SEPARATION TO SANITARY OR STORM SEVER LINES. EXTRA <br />DEPTH WATERMAIN IS INCIDENTAL <br />4' <br />MAX <br />3' GROUT <br />SECTION <br />2'X3' CATCH BASIN <br />DETAIL <br />NCT TO SCALE <br />13. A MINIMUM OF 113 INCHES OF VERTICAL SEPARATION AND <br />10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALI. <br />UTUTIES. UNLESS OTHERWISE NOTED. <br />14. COORDINATE LOCATIONS OF SERVICE CONNECTIONS AND <br />SIZES WITHIN THE BUILDING MMTH THE MECHANICAL DRAWINGS. <br />15. COORDINATE INSTALLATION AND SCHEDULING OF NEW <br />UTILITIES. IRRIGATION SYSTEM, AND UNDERDRAINS WITH <br />ADJACENT CONTRACTORS AND CITY STAFF. <br />16. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS <br />THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO <br />ENGINEER UPON COMPLETION OF WORK. <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />G mr0919T 51...MOW MOW 0/405 ncRyf.NNas <br />ARCHITECT/ENGINEER <br />PLANNER <br />HARTFORD <br />IEs0T11191177 /510Li <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, LLC <br />12100 SAMMIE 1.1F <br />OEN RAwr: P9L <br />9471416] <br />947141701 <br />PROJECT: <br />LEGACY AT <br />WOODS EDGE <br />WOODS EDGE <br />HOTEL <br />PROJECT <br />LINO LAKES <br />MINNESOTA <br />AU G <br />-(TY OF <br />ISSUE: <br />09/75/05 CITY SUBMIRAL <br />. REV. THIS SHEET <br />ONO REV. 1115 SHEET <br />SHEET TITLE: <br />GRADING & <br />UT0.ITY <br />PLAN <br />SHEET NUMBER: <br />C3.0 <br />r 2005 <br />