Laserfiche WebLink
/ <br />/ <br />r <br />NOT IN CONTRACT / , <br />(N.I.C.) / <br />// <br />%I /// <br />ORNE.THRU <br />1 <br />/. <br />i <br />_. _ NOT IN CONTRACT <br />SEDIMENT FENCE (11P.) <br />NOT IN CONTRACT <br />(N.I.C.) <br />NOT IN CONTRACT <br />/ (N.I.C.) <br />SEDIMENT FENCE (11'P.) <br />�OF G G,fi�1 <br />SEDIMENT FENCE (TYP.) <br />UNIT OF CONSTRUCTION <br />908 <br />NOT IN <br />$1 lc.) <br />FFE 905.50 <br />BETTY'S PIES <br />BLDG: 7,935 S.P. <br />SITE: 029 ACRE <br />._ _'}... _ _ �- 010 <br />'B' TAMP THE TRENCH FULL <br />OF SOIL SECURE WITH <br />ROW OF STAPLES, 10" <br />SPACING, 4" DOWN FROM <br />TRENCH <br />OVERLAP: BURY <br />UPPER END OF <br />A' AND V. OVERLAPE. <br />END DF TOP STRIP <br />LOWER STRIP AS IN .� -y 'E'OVERFALL <br />4" AND STAPLE <br />erworvo <br />FINISHED GRADE SHALL <br />MATCH 0951150 GRADE <br />'A' BURY THE TOP END OF <br />THE MATTING IN A <br />TRENCH 4" OR MORE IN <br />DEPTH <br />'D' EROSION STOP: FOLD OF <br />MATTING BURIED IN SILT, ' <br />TRENCH AND TAMPED..' <br />DOUBLEROW OF STAPLES. <br />PLACE STAPLES 2 FEET <br />APART TO KEEP MATTING <br />FIRMLY PRESSED TO <br />SOIL. <br />5, <br />TYPICAL STAPLE 15 <br />GAUGE WIRE <br />EROSION CONTROL BLANKET <br />DETAIL <br />NOT TO SCALE <br />NOTE <br />1. PLACE STAPLES 2 FEET <br />APART TO KEW MA70NC <br />FIRMLY PRESSED TO SOIL <br />/ <br />/ <br />CONCRETE 5TAIR <br />SEE DETAIL , <br />, <br />• 4 RETAINING WALL , <br />- - SEE DETA1L (TYP.) .,/i` <br />TOWN CENTER PARKWAY <br />SUPPORT NET: 12 GAUGE <br />4" x 4" WIRE HOOKED <br />ONTO PREFORMED <br />CHANNELS ON POSTS AS <br />5700710D. <br />DOSING GROUND <br />SURFACE <br />FILTER FABRIC WITH WIRE <br />SUPPORT NET AS SPECIFIED. <br />METAL POST <br />AS SPECIFIED. <br />FILTER FABRIC AS SPECIFIED <br />SECURE TO WIRE SUPPORT NET <br />WITH METAL CLIPS 120.C. <br />ANCHOR FABRIC WITH <br />505. TAMP BACKFILL <br />DIRECTION OF FLOW <br />ova,. <br />CARRY WIRE SUPPORT <br />NET DOWN INTO <br />TRENCH <br />T <br />SEDIMENT FENCE <br />DETAIL <br />NOT TD SCALE <br />METAL POSTS <br />0 <br />RETAINING WALL <br />DETAIL <br />NOT TO SCALE <br />20' <br />191) <br />120 <br />8" MINIMUM LOW PERMEABLE <br />SOIL AS SPECIFIED <br />CAP BLOCK WITH 3/4" OVERHANG FROM <br />FACE OF WALL-2 BEADS OF ADHESIVE <br />PER MANUFACTURERS RECOMENOATIONS <br />MODULAR BLOCK RETAINING WALL <br />UNIT AS SPECIFIED (TIP.) <br />GE0GR0 REINFORCEMENT <br />AS SPECIFIED- VERIFY <br />LENGTH WITH ENGINEER <br />12" WIDE DRAINAGE <br />LAYER -3/4" DIA STONE <br />-957. COMPACTED BACKFILL <br />SOIL IN 0 LIFTS <br />0 DIA. PERFORATED PIPE WITH <br />FILTER SOCK (SLOPE TO 00117) <br />MATERIALS 5ARY <br />SEE PLANS <br />6" MINIMUM COMPACTED <br />LEVEUNG PAD <br />COMPACTED SUBCRADE <br />NOTE <br />1. ALL SOIL PARAMETERS MUST BE <br />VERIFIED BY GEOTECHNICAL ENGINEER. <br />•O— GRADING NOTES:-4)- <br />1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR <br />MAINTENANCE OF GRADE STAKES THROUGHOUT THE <br />DURATION OF CONSTRUCTION TO ESTABLISH PROPER <br />GRADES THE CONTRACTOR SHALL ALSO BE RESPONSIBLE <br />FOR A FINAL FIELD CHECK OF FINISHED GRADES <br />ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT <br />PRIOR TO LOAMING AND 50001XG ACTIVITIES. <br />2. UNSUITABLE EXCESS FILL MATERIAL AS SPECIFIED. <br />SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE <br />CONTRACTOR OFF-SITE. <br />3. SUITABLE EXCESS PILL MATERIAL SHALL BE STOCKPILED <br />IN A MANNER AND LOCATION AS APPROVED BY THE <br />ENGINEER/LANDSCAPE ARCHITECT. <br />4. ALL AREAS DISTURBED OUTSIDE THE UNIT DF 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 FLOWUNE FINISHED GRADE <br />ELEVATIONS <br />6. LONGITUDINAL SLOPES OF WALKS SHALL BE 59 (MAX.) <br />AND 1S (MIN.) AND 29 (MAX.) CROSS SLOPE EXCEPT AS <br />SHOWN ON THE DRAWINGS <br />7. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS <br />INDICATED OTHERWISE ON THE DRAWINGS. SLOPES GREATER <br />THAN 3:1 SHALL REQUIRE SURFACE ROUGHENING BY OTHER <br />STAIRSTEP" GRADING, GROOVING, FURROWING, OR <br />TRACKING TO AVOID RUNOFF VELOCITY AND RECEIVE <br />EROSION CONTROL BLANKET. SLOPES LESS THAN 3:1 NOT <br />STABILIZED WITH VEGETATION SHALL HAVE THE SURFACE <br />ROUGH GRADED 10 REDUCE RUNOFF VELOCITY UNTIL SOD <br />HAS BECOME STABILE AND MATURE AT NO 11145 <br />THROUGHOUT THE DURATION OF THE CONTRACT, SHALL <br />SLOPES BE A SMOOTH GRADE OR A COMPACTED SURFACE <br />la <br />AUG 1 5 2005 <br />12" <br />FINISHED GRADE <br />Trj7=ii 4 <br />111 =111 -1I <br />- <br />/MUM DETAIL <br />SECTION A -A' <br />'III -1_I <br />A�. <br />J . <br />/ <br />VIDE EXPANSION JOINT <br />/ 1 SEALANT. 01 X 3/8• <br />'OA. STEEL DOWEL WITH SLEEVE <br />f / ' MATERIALS VARY <br />SEE PLANS <br />FINISHEDD GRADE <br />B" DENSE <br />GRADED <br />CRUSHED STONE <br />4— EROSION CONTROL NOTES:- -- - <br />1. THE CONTRACTOR SHALL PROVIDE SEDIMENTATION AND <br />EROSION CONTROL SYSTEMS AS SHORN ON THE DRAWINGS <br />IN ADDITION TO OTHER MEASURES THAT 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 905709SBLE FOR <br />MAINTAINING THE SEDIMENTATION AND EROSION CONTROL <br />5T9 THROUGHOUT THE DURATION OF THE CONTRACT. <br />THIS MAINTENANCE SHALL INCLUDE CLEANING AND /OR <br />REPLACING AND ELMS THAT HAVE BECOME CLOGGED DR NO <br />LONGER FUNCTIONAL AS DETERMINED BY 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 MEASURES TD INSURE THE INTEGRITY OF THE <br />ER090N CONTROL SYSTEM. <br />4. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL <br />AND SATISFACTORY DISPOSAL OF ALL ER090N CONTROL <br />STRUCTURES UPON COMPLETION OF ALL WORK AND SOIL <br />STABILIZATION AS DIRECTED BY THE ENGINEER. <br />6. FURNISH AND INSTALL APPROXIMATELY 30 L.F. OF SILT <br />FENCE PERPENDICULAR TO 1HE OUTLET OF EACH STORM <br />DRAIN PIPE TO CONTROL AND MINIMIZE SILT RUNOFF. <br />LEGEND: <br />419 <br />470 <br />. 422.0 <br />1' CONTOUR <br />ELEVATION INTERVAL <br />5' CONTOUR <br />ELEVATION INTERVAL <br />SPOT GRADE ELEVATION <br />SILT FENCE <br />LIMITS OF EROSION <br />CONTROL BLANKET <br />INSTALL POSTE INTO 1 3/0 DIA CORE HOLE <br />WITH NON- SHRINK GROUT, CROWN FOR <br />DRAINAGE. SEAL AS SPECIFIED (TYP.) <br />B "W CONCRETE SIDE WALL. HEIGHT <br />SHALL BE FLUSH WITH NOSE OF STAIR <br />SPACE POSTS EQUALLY. <br />4' -0• MAXIMUM 0.0. <br />1 1/2" DIA BRUSHED ALUMINUM POSTS AND <br />RAIL 1/4" SEAM WELD JOINTS. FURNISH AND <br />INSTALL RAILING TO MATCH SLOPE OF STAIR <br />16 <br />B4 REBAR SPACED <br />36" 0.0 (TYP.) <br />1" CHAMFER ON (4) FOUR <br />SIDES OF CURB WALL <br />T14 REBAR SPACED 12" <br />0.0. 0 CLEARANCE <br />FlN15HE0 GRADE <br />Y: • <br />ICiI ti <br />STAIR DETAIL !HI C•� <br />—1 I <br />SIDE WALL <br />SEE ABOVE DETAIL <br />1/2 DIA RADIUS <br />ON NOSE (TYP.) <br />BROOM FINISH TREADS <br />PERPENDICULAR TO <br />TRAFFIC <br />13 REBAR AT NOSE <br />OF TREAD (11P.) <br />1' BATTER TYP. <br />SCA6 <br />1/2" WIDE EXPANSION JOINT <br />WITH SEALANT. 01.. X 3/8" <br />DIA. STEEL DOWEL WITH SLEEVE <br />MATERIALS VARY <br />SEE PLANS <br />FINISHED GRADE <br />p4 REBAR SPACED 1Y <br />D.C. 3" CLEARANCE <br />#4 REBAR (1) PER <br />NOSE OF TREAD <br />COMPACT <br />5UBGRAOE <br />1" CHAMFER (4) FOUR <br />EDGES Of CURB WALL <br />8"4 5 B"W <br />CONCRETE WALL <br />'''''-- HANDRAIL CENTERED WITHIN WALL <br />(1) ONE PER 510E OF STAIR <br />SEE ABOVE DETAIL <br />STAIR RISER (TYP.) <br />PLAN <br />CONCRETE STAIR <br />DETAIL <br />NOT TO SCALE <br />fc.armortamc N.en.awn.snv•oa <br />ARCHITECT /ENGINEER <br />PLANNER <br />A Nil <br />HARTFORD <br />II kcd, mMl but Nb Ps..9Tm1m <br />or weal we R.aanE try 1 ma a arbor ay <br />dnk a9Miea a a Val 1 am a 51 <br />lead . *08 AMi1.M awn HM <br />Mw d 1M db M IMiwoh, <br />DAM NM. 51<.. 1824854 <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, <br />LLC <br />11:1113 BN5ETUIF <br />WEN MIME, IN <br />RRTE:10 <br />P1t 951- 79-1 100 <br />PROJECT: <br />BETTY'S <br />PIES <br />OF <br />LEGACY AT <br />WOODS <br />EDGE <br />LINO LAKES <br />TOWN <br />CENTER <br />PARKWAY <br />ISSUE: <br />6 -16-06 - 0TT REVIEW SET <br />: REV. THIS SHEET <br />SHEET TITLE: <br />EROSION <br />CONTROL <br />AND <br />GRADING <br />PLAN <br />SHEET NUMBER: <br />C3.0 <br />